620 Ingenieurwissenschaften und zugeordnete Tätigkeiten
Refine
Has Fulltext
- yes (805) (remove)
Document Type
- Conference Proceeding (432)
- Article (143)
- Doctoral Thesis (132)
- Master's Thesis (69)
- Diploma Thesis (12)
- Book (7)
- Preprint (3)
- Bachelor Thesis (2)
- Habilitation (2)
- Course Material (1)
Institute
- Professur Informatik im Bauwesen (464)
- Professur Baubetrieb und Bauverfahren (128)
- Professur Grundbau (20)
- Institut für Strukturmechanik (ISM) (14)
- Professur Baumechanik (14)
- Professur Betriebswirtschaftslehre im Bauwesen (11)
- Professur Massivbau I (11)
- Professur Stahlbau (11)
- Professur Bauphysik (10)
- Professur Holz- und Mauerwerksbau (10)
Keywords
- Modellierung (71)
- Arbeitsschutz (63)
- Baustelle (56)
- Finite-Elemente-Methode (53)
- Bauwerk (52)
- Baubetriebslehre (46)
- CAD (43)
- Verteiltes System (39)
- Simulation (34)
- Bautechnik (32)
- Optimierung (32)
- Produktmodell (25)
- Baubetrieb (24)
- Architektur (23)
- Ingenieurbau (21)
- Planungsprozess (21)
- Bauplanung (20)
- Computerunterstütztes Verfahren (20)
- Deutschland / Baustellenverordnung (20)
- Mehragentensystem (20)
- Tragwerk (20)
- Internet (19)
- Lernendes System (19)
- Weimar / Bauhaus-Universität / Professur Baubetrieb und Bauverfahren (19)
- Beton (17)
- Stahlbeton (17)
- Bauwesen (16)
- Großtafelbau (15)
- Abbruch (14)
- Brückenbau (14)
- Datenmanagement (14)
- Absturzunfall (13)
- Datenaustausch (13)
- Dreidimensionales Modell (12)
- Gebäude (12)
- Tragverhalten (12)
- Baustatik (11)
- Dynamische Belastung (11)
- Mathematisches Modell (11)
- Physikalisches Verfahren (11)
- Prozessmanagement (11)
- Schale (11)
- Dynamik (10)
- Entscheidungsunterstützung (10)
- Mobile Computing (10)
- Virtuelle Realität (10)
- Arbeitsgestaltung (9)
- Arbeitswissenschaft (9)
- Bevölkerungsentwicklung (9)
- Funknetz (9)
- Gefahrstoff (9)
- Gesundheitsschutz (9)
- Hochschulbildung (9)
- Humanisierung der Arbeit (9)
- Konzipieren <Technik> (9)
- Langzeitverhalten (9)
- Prozessmodell (9)
- Bauablauf (8)
- Bauschaden (8)
- Bruchmechanik (8)
- Computersimulation (8)
- Computerunterstütztes Lernen (8)
- Geotechnik (8)
- Informationstechnik (8)
- Management (8)
- Nachtragsvereinbarung (8)
- Nichtlineares Phänomen (8)
- Objektmodell (8)
- Planung (8)
- Projektmanagement (8)
- Qualität (8)
- Quaternion (8)
- Stahlbau (8)
- Wissensverarbeitung (8)
- Ausschreibung (7)
- Bauaufnahme (7)
- Datenbank (7)
- Datenmodell (7)
- Holzbau (7)
- Lebenszyklus <Wirtschaft> (7)
- Rissbildung (7)
- Software (7)
- Stadtplanung (7)
- Temperaturfeld (7)
- Verkehrsplanung (7)
- Baustelleneinrichtung (6)
- Bauteil (6)
- Bemessung (6)
- Computer Supported Cooperative Work (6)
- Controlling (6)
- Elastoplastizität (6)
- Facility-Management (6)
- Forschungskooperation (6)
- Fuzzy-Logik (6)
- Geoinformationssystem (6)
- Hydratation (6)
- Informationsmanagement (6)
- Informationssystem (6)
- Kriechen (6)
- Prozessfähigkeit <Qualitätsmanagement> (6)
- Public Private Partnership (6)
- Schweißen (6)
- Stabilität (6)
- Verbundbauweise (6)
- Visualisierung (6)
- Wissensmanagement (6)
- Zuverlässigkeit (6)
- BIM (5)
- Bauablauf / Ablaufplanung (5)
- Bauausführung (5)
- Bauindustrie (5)
- Baukonstruktion (5)
- Datenerfassung (5)
- Entwurf (5)
- Europa (5)
- Forschung (5)
- Framework <Informatik> (5)
- Kalkulation (5)
- Mikrostruktur (5)
- Nichtlineare Mechanik (5)
- Schwingung (5)
- Sicherheit (5)
- Straßenbau (5)
- Systemidentifikation (5)
- Transportproblem (5)
- Tunnelbau (5)
- Versionsverwaltung (5)
- Öffentlicher Personennahverkehr (5)
- Ablaufplanung (4)
- Bauvorhaben (4)
- Benutzeroberfläche (4)
- Berechnung (4)
- Boden-Bauwerk-Wechselwirkung (4)
- Brandschutz (4)
- Brücke (4)
- Building Information Modeling (4)
- Deformationsverhalten (4)
- Direkte numerische Simulation (4)
- Eigenspannung (4)
- Entscheidung bei mehrfacher Zielsetzung (4)
- Erdbebenbelastung (4)
- Festkörpermechanik (4)
- Gebäudeleittechnik (4)
- Gefügeumwandlung (4)
- Genetischer Algorithmus (4)
- Graphentheorie (4)
- Grenzzustand (4)
- IFC (4)
- Materialermüdung (4)
- Mauerwerk (4)
- Monitoring (4)
- Neuronales Netz (4)
- Nichtlineare Finite-Elemente-Methode (4)
- Nichtlineare Optimierung (4)
- Numerisches Verfahren (4)
- Objektorientierung (4)
- Petri-Netz (4)
- Porenbeton (4)
- Prozessoptimierung (4)
- Stahlbetonbauteil (4)
- Stahlbetonkonstruktion (4)
- Standardisierung (4)
- Stochastisches Modell (4)
- Tragfähigkeit (4)
- Transportables Gerät (4)
- Verkehrsnetz (4)
- Wavelet (4)
- Zeitabhängigkeit (4)
- Zement (4)
- Zufallsvariable (4)
- concrete (4)
- finite element method (4)
- microstructure (4)
- simulation (4)
- API (3)
- Alkali-Kieselsäure-Reaktion (3)
- Altbaumodernisierung (3)
- Analyse (3)
- Anwendung (3)
- Arbeitssicherheit (3)
- Arbeitsstättenverordnung (3)
- Autobahn (3)
- Bauentwurf (3)
- Bauwirtschaft (3)
- Bauzeichnung (3)
- Belastung (3)
- Bewehrung (3)
- Bewertung (3)
- Deutschland / Vergabe- und Vertragsordnung für Bauleistungen (3)
- Elastizitätsmodul (3)
- Erdbeben (3)
- Experiment (3)
- Fertigbau (3)
- Festigkeit (3)
- Gips (3)
- Glasfaserverstärkter Kunststoff (3)
- Gleichgewicht (3)
- Grundwasser (3)
- Hochwasserschutz (3)
- Immobilie (3)
- Informatik (3)
- Informationsmodell (3)
- Instandhaltung (3)
- Klein- und Mittelbetrieb (3)
- Kommunikationstechnik (3)
- Kooperation (3)
- Kunstharzmodifizierter Zementbeton (3)
- Kunststoffmörtel (3)
- Laserschweißen (3)
- Lebenszyklus (3)
- MAG-Schweißen (3)
- Marketing (3)
- Messung (3)
- Mikroskopie (3)
- Modalanalyse (3)
- Nichtlineare Berechnung (3)
- Parameteridentifikation (3)
- Phosphor (3)
- Plastizitätstheorie (3)
- Platte (3)
- Prognose (3)
- Prozesssimulation (3)
- Rahmentragwerk (3)
- Rechnernetz (3)
- Rekonstruktion (3)
- Scheduling (3)
- Schnittstelle (3)
- Schwinden (3)
- Stahlkonstruktion (3)
- Standsicherheit (3)
- Stochastik (3)
- Strukturdynamik (3)
- Temperatur (3)
- Textilfaser (3)
- Virtuelles Unternehmen (3)
- Wahrscheinlichkeitsrechnung (3)
- Waste (3)
- Wärmebehandlung (3)
- XML (3)
- Zuverlässigkeitstheorie (3)
- residual stress (3)
- system identification (3)
- welding (3)
- Öffentlicher Auftrag / Vergabe (3)
- 4D (2)
- ANSYS (2)
- Algorithmus (2)
- Alkalisulfate (2)
- Animation (2)
- Aufwindkraftwerk (2)
- Aussteifung (2)
- Balken (2)
- Bauen im Bestand (2)
- Bauführung (2)
- Baugrund (2)
- Baugrundmodell (2)
- Bauingenieurstudium (2)
- Baumaschine (2)
- Bauphysik (2)
- Bauprozess (2)
- Baustoff (2)
- Bauwerkslebenszyklus (2)
- Bedarfsermittlung (2)
- Betonbau (2)
- Betonzusatzmittel (2)
- Beulung (2)
- Bildverarbeitung (2)
- Biogas (2)
- Bodenmechanik (2)
- Bogenstaumauer (2)
- Bruchverhalten (2)
- Building Information Model (2)
- CAD / Architektur (2)
- Computerunterstützter Unterricht (2)
- Concrete (2)
- Creep (2)
- Data-Warehouse-Konzept (2)
- Datenverwaltung (2)
- Dauerhaftigkeit (2)
- Deich (2)
- Design (2)
- Deutschland / Gerätesicherheitsgesetz (2)
- Dialogsystem (2)
- Digitalisierung (2)
- Diskontinuumsmechanik (2)
- Diskrete Optimierung (2)
- Dokumentenverwaltungssystem (2)
- Dreidimensionale geometrische Modellierung (2)
- Dreidimensionales CAD (2)
- Dynamische Analyse (2)
- Dünnwandiges Bauelement (2)
- Eigenwert (2)
- Eisenbahnbau (2)
- Elastomerlager (2)
- Emissionsüberwachung (2)
- Energiebedarf (2)
- Energiedissipation (2)
- Entscheidungshilfemodell (2)
- Entscheidungsträger (2)
- Entscheidungsunterstützungssystem (2)
- Erdbau (2)
- Erosion (2)
- Extremalprinzip (2)
- FEM (2)
- Feinkornbaustahl (2)
- Fließmittel (2)
- Fließverhalten (2)
- Flüssigkeit-Bauwerk-Wechselwirkung (2)
- Fragmentierung (2)
- Fraktal (2)
- Freie Schwingung (2)
- GFK (2)
- Gebäudehülle (2)
- Gebäudesimulation (2)
- Geostatistik (2)
- Geschichtetes Medium (2)
- Geschwindigkeitsverteilung (2)
- Graphische Benutzeroberfläche (2)
- Grenzlast (2)
- HBV (2)
- Haus (2)
- Hochhaus (2)
- Hochschulbau (2)
- Holz (2)
- Holz-Beton-Verbund (2)
- Homogenisierung (2)
- Hybridbauweise (2)
- Hydraulischer Grundbruch (2)
- Hydrodynamik (2)
- IFC-basierte Gebäudesimulation (2)
- Immobilienwirtschaft (2)
- Imperfektion (2)
- Informationsaustausch (2)
- Injektion (2)
- Integrierte Planung (2)
- Isogeometrische Analyse (2)
- Isotropie (2)
- Keramik (2)
- Konsens (2)
- Konstruktion (2)
- Kontinuum (2)
- Kontinuumsmechanik (2)
- Konvektion (2)
- Kooperatives Arbeiten (2)
- Kran (2)
- Kriging (2)
- Kunststoffadditiv (2)
- Künstliche Intelligenz (2)
- Lager <Bauwesen> (2)
- Langzeittragverhalten (2)
- Latentwärmespeicher (2)
- Lebensdauer (2)
- Linearelastische Bruchmechanik (2)
- Lüftung (2)
- Matrizenrechnung (2)
- Mechanische Eigenschaft (2)
- Mehrphasensystem (2)
- Mehrskalenanalyse (2)
- Mehrskalenmodell (2)
- Mensch-Maschine-Kommunikation (2)
- Mittelstand (2)
- Modell (2)
- Modellbildung (2)
- Monitorüberwachung (2)
- Montage / Automation (2)
- Monte-Carlo-Simulation (2)
- Mörtel (2)
- NURBS (2)
- Nichtlineares System (2)
- Norm <Normung> (2)
- Numerische Mathematik (2)
- Oberflächenbeschreibung (2)
- Oberflächenstruktur (2)
- Optimization (2)
- Ordinary Kriging (2)
- Organisationsstruktur (2)
- Orthotropes Bauteil (2)
- PPP/PFI (2)
- Parallelverarbeitung (2)
- Perkolation (2)
- Photogrammetrie (2)
- Porosität (2)
- Produktinformation (2)
- Produktionsplanung (2)
- Projektfinanzierung (2)
- Quelldruck (2)
- Querschnittsanalyse (2)
- Rauheitsparameter (2)
- Rauigkeit (2)
- Raumakustik (2)
- Raumklima (2)
- Raumtragwerk (2)
- Recycling (2)
- Reihenfolgeproblem (2)
- Reorganisation (2)
- Revitalisierung (2)
- Risikomanagement (2)
- Sandwichbauweise (2)
- Sanierung (2)
- Schadensmechanik (2)
- Schalung (2)
- Schubbewehrung (2)
- Schubtragfähigkeit (2)
- Schwingungsdämpfer (2)
- Sediment (2)
- Setzung (2)
- Siedlungswasserwirtschaft (2)
- Skelettbau (2)
- Sonnenenergie (2)
- Spannungsintensitätsfaktor (2)
- Stabilisierung (2)
- Stadtsanierung (2)
- Statik (2)
- Staumauer (2)
- Stoffgesetz (2)
- Straßenbrücke (2)
- Straßenquerschnitt (2)
- Straßenverkehr (2)
- Strömungswiderstand (2)
- Suspension (2)
- Talsperre (2)
- Terminplanung (2)
- Terzaghi (2)
- Tomographie (2)
- Ton <Geologie> (2)
- Tunnel (2)
- Ultraschall (2)
- Umweltfaktor (2)
- Universal Kriging (2)
- Unsicherheit (2)
- Unternehmensplanung (2)
- Verbund (2)
- Vergärung (2)
- Verkehrsaufkommen (2)
- Verkehrssicherheit (2)
- Versionierung (2)
- Vorspannung (2)
- Wasserbau (2)
- Wasserglas (2)
- Wasserhaushalt (2)
- Wasserwirtschaft (2)
- Wechselwirkung (2)
- Werthandlungsbereich (2)
- Werthandlungsmodell (2)
- Windlast (2)
- Wirkungsmechanismen (2)
- Wirtschaftlichkeit (2)
- Wohnungsbau (2)
- ZTU-Schaubild (2)
- Zementbeton (2)
- Zementstein (2)
- Zerstörungsfreie Werkstoffprüfung (2)
- Zugfestigkeit (2)
- biogas (2)
- bond (2)
- building life cycle (2)
- building simulation (2)
- cement (2)
- continuum mechanic (2)
- continuum mechanics (2)
- cooperation (2)
- cracking (2)
- decision (2)
- decision making (2)
- design (2)
- dry fermentation (2)
- durability (2)
- dynamics (2)
- earthquake (2)
- fatigue (2)
- flussgebietsorientierte Bewirtschaftung (2)
- laser beam (2)
- mathematical programming (2)
- modelling (2)
- numerical simulation (2)
- numerische Simulation (2)
- optimization (2)
- reinforced concrete (2)
- shrinkage (2)
- steel (2)
- synergy (2)
- temperature (2)
- tensile strength (2)
- thermische Gebäudehülle (2)
- timber-concrete composite (2)
- value activity model (2)
- velocity distribution (2)
- versioning (2)
- virtual construction site (2)
- 2+1-roads (1)
- 40 °C Nebelkammer (1)
- 4D Modeling (1)
- 4D-Simulation (1)
- 5 (1)
- 50.32 (1)
- 56.81 (1)
- 60 °C-Betonversuch über Wasser (1)
- ARS (1)
- ASR (1)
- Abaqus (1)
- Abbinderegler (1)
- Abfall (1)
- Abfallwirtschaft (1)
- Abfallwirtschaftsplan (1)
- Abfälle (1)
- Abhängigkeit (1)
- Abhängigkeiten (1)
- Ablassregime (1)
- Ablauf (1)
- Abschaltung LSA (1)
- Abschwemmung (1)
- Absorber (1)
- Absorberelement (1)
- Absorption (1)
- Absorptionskoeffizient (1)
- Absperrbauwerk (1)
- Abstandsmessung (1)
- Abwasser (1)
- Adaptives System (1)
- Adaptives Verfahren (1)
- Adaptivität (1)
- Adhäsion (1)
- Air tightness (1)
- Akquisition (1)
- Aktive Integration (1)
- Aktiver Erddruck (1)
- Akustik im Barock (1)
- Algen (1)
- Alkali-Carbonat-Reaktion (1)
- Alkali-Kieselsäure-Gel (1)
- Alkali-silica reaction (1)
- Alkalilösliche Kieselsäure (1)
- Alkalisulfat (1)
- Alterungsbeständigkeit (1)
- Aluminium (1)
- Ammoniumverbindungen (1)
- Amplitude (1)
- Anaerobe Behandlung (1)
- Anaerober Stoffwechsel (1)
- Anaerobier (1)
- Analytic Hierarchy Process (1)
- Angebot (1)
- Angebotsbearbeitung (1)
- Anisotropie (1)
- Anker <Bauwesen> (1)
- Anomale Dispersion (1)
- Anorganische Salze (1)
- Anorganisches Bindemittel (1)
- Anschluss <Stahlbau> (1)
- Antwortflächenverfahren (1)
- Approximation (1)
- Arbeitsablauf (1)
- Arbeitsgemeinschaft (1)
- Arbeitsprozess (1)
- Arbeitspsychologie (1)
- Arbeitsrecht (1)
- Arbeitsunfall (1)
- ArcView (1)
- Architecture (1)
- Architektenrecht (1)
- Aridisierung (1)
- Asbestbelastung (1)
- Asbestsanierung (1)
- Asphalt (1)
- Aufbeton (1)
- Aufheizraten (1)
- Aufkohlung <Metallurgie> (1)
- Ausbildung (1)
- Ausbreitung (1)
- Ausbreitungsvorgänge (1)
- Auslaugung (1)
- Aussagenlogik (1)
- Aussteifungssystem (1)
- Auswaschung (1)
- Ausziehversuch (1)
- Autobahnarbeitsstellen (1)
- Autoclaved Aerated Concrete (1)
- Autoclaved Aerated Conrete (1)
- Autofrettage (1)
- Autogenous (1)
- Autokorrelationslänge (1)
- Automatische Identifikation (1)
- Automatisiertes System (1)
- Automatisierungssystem (1)
- Automatisierungstechnik (1)
- Autonomous (1)
- Außenwand (1)
- B-Spline (1)
- B-Spline Finite Elemente (1)
- B-Splines (1)
- B-spline (1)
- BGVR (1)
- BOT projects (1)
- BSCF (1)
- Bandmatrix (1)
- Bau (1)
- Bauablaufplan (1)
- Bauarbeit (1)
- Bauauftragsrechnung (1)
- Baubetrieb Weimar / Bauhaus-Universität ; Geschichte (1)
- Bauchemie (1)
- Baudenkmal (1)
- Bauen unter Betrieb (1)
- Bauführer (1)
- Baugrube (1)
- Baugrunderkundung (1)
- Baugrunduntersuchung (1)
- Baugrundverbesserung (1)
- Baukosten (1)
- Bauleistungsfeststellung (1)
- Baumangel (1)
- Baumarkt (1)
- Baumaschinen (1)
- Bauschutt (1)
- Bausoll (1)
- Baustellenverordnung (1)
- Bausubstanz (1)
- Bauverfahren (1)
- Bauwerk / Technische Überwachung (1)
- Bauwerksinformationsmodell (1)
- Bauwerksmodell (1)
- Bauwerksmodellierung (1)
- Bauwerksplanung (1)
- Bauwerkszuordnungskatalog (BWZK) (1)
- Bauwerksüberwachung (1)
- Bauzustand (1)
- Bayes neuronale Netze (1)
- Bayes-Entscheidungstheorie (1)
- Bayes-Inferenz (1)
- Bayesian model updating (1)
- Bayesian neural networks (1)
- Bayesische Modelaktualisierung (1)
- Bearbeitung von Ingenieuraufgaben (1)
- Bedarfsforschung (1)
- Begreifbarkeit (1)
- Begrüßung (1)
- Behelfsverkehrsführungen (1)
- Behinderte (1)
- Behälter (1)
- Belastungen (1)
- Belastungsversuch (1)
- Beleuchtung (1)
- Beltrami-Gleichung (1)
- Belüftung (1)
- Bemessungsverfahren (1)
- Bentonit-Sand (1)
- Bentonite-sand (1)
- Benut (1)
- Benutzer / Beteiligung (1)
- Benutzer-entworfene Wohnungen (1)
- Berechnungsverfahren (1)
- Bergbau (1)
- Bergeteich (1)
- Berichtsheft (1)
- Berlin (1)
- Berufshaftung (1)
- Berufstätigkeit / Stress (1)
- Berührungsfläche (1)
- Berührungslose Messung (1)
- Beschichtung (1)
- Beschleuniger (1)
- Beschleunigungsmessung (1)
- Beschränkung (1)
- Beschädigung (1)
- Bestand (1)
- Bestandsaufnahme (1)
- Bestandsmaßnahmen (1)
- Beste Approximation (1)
- Betonbrücke (1)
- Betonschaden (1)
- Betonsteinherstellung (1)
- Betonverarbeitung (1)
- Betonverflüssiger (1)
- Betonzusatz (1)
- Betonzuschlag (1)
- Betriebskosten (1)
- Betriebsmittel (1)
- Betriebswirtschaft (1)
- Beurteilung (1)
- Bewehrte Erde (1)
- Bewertungsmethode (1)
- Bewertungssystem (1)
- Bewirtschaftung (1)
- Bibliographie (1)
- Biegemoment (1)
- Bilanzierung (1)
- Bildanalyse (1)
- Bimomente (1)
- Bindemittel (1)
- Bindemittel-Boden-Säulen (1)
- Biotechnologie (1)
- Biozönose (1)
- Bitumen (1)
- Bitumenemulsion (1)
- Bitumenmodifikation (1)
- Blasenschleier (1)
- Bleilochtalsperre (1)
- Boden (1)
- Bodenaggressivität (1)
- Bodenanalyse (1)
- Bodenfilter (1)
- Bodeninjektion (1)
- Bodenunruhe (1)
- Bodenverbesserung <Bauwesen> (1)
- Bodenverdichtung <Bauwesen> (1)
- Bogenbrücke (1)
- Bohrpfahl (1)
- Brandgefahr (1)
- Brettschichtholz (1)
- Brettstapel (1)
- Brettstapelbau (1)
- Bruchkriterien (1)
- Bruchzone (1)
- Bruchzähigkeit (1)
- Brückenkappe (1)
- Building Modelling (1)
- Building Object Model (1)
- Building information modelling (1)
- Building monitoring (1)
- Busspur (1)
- Bäderwesen (1)
- Böschungsbruch (1)
- C-S-H Phasen (1)
- C-S-H phases (1)
- CAD 3D <Programm> (1)
- CAD-Systems (1)
- CAE (1)
- CAM (1)
- CAO (1)
- CDF-Verfahren (1)
- CFD (1)
- CFRP (1)
- COM (1)
- CORAL (1)
- CORBA (1)
- CSCW (1)
- CSMF (1)
- CVS <Programm> (1)
- Calciumsulfat (1)
- Calciumsulfat-Halbhydrat (1)
- Calciumsulfatbindemittel (1)
- Carnaubawachs (1)
- Cauchy-Riemannsche Differentialgleichungen (1)
- Chaostheorie (1)
- Chemische Industrie (1)
- China (1)
- Chirale Verbindungen (1)
- Chromekzem (1)
- Cluster-Analyse (1)
- Co-operative Work (1)
- Computational Design (1)
- Computer Aided Progress Monitoring (1)
- Computer aided architectural design (1)
- Computer model (1)
- Computer science (1)
- Computergestütztes Verfahren (1)
- Computergraphik (1)
- Computermodul (1)
- Computerspiel (1)
- Computerunterstützte Kommunikation (1)
- Constraint <Künstliche Intelligenz> (1)
- Constraintnetz (1)
- Construction Product data (1)
- Construction Sequence (1)
- Construction visualization (1)
- Constructive Design (1)
- Constructive Optimisation (1)
- Continuous-Time Markov Chain (1)
- Cost-Benefit Analysis (1)
- Coupled models (1)
- Crack (1)
- Customizing (1)
- Cylinder-Axle-Model (1)
- DIN 1054 (1)
- DIN 1054 Teil 100 (1)
- DIN 4141/14 (1)
- DIN-Norm (1)
- Damage (1)
- Dammbau (1)
- Datenbanksystem (1)
- Datenbankverwaltung (1)
- Dateneingabegerät (1)
- Dauerfestigk (1)
- Dauerstandfestigkeit (1)
- Davidenkoff (1)
- Deep Soil Stabilization (1)
- Deformation (1)
- Deformationsmessung (1)
- Dehnung (1)
- Dehnungsmessung (1)
- Dehnungsverteilung (1)
- Dehnwellenresonanz (1)
- Delamination (1)
- Demontage (1)
- Deponiebau (1)
- Deposition (1)
- Design visualization (1)
- Destratifikation (1)
- Deutlichkeit (1)
- Deutschland / Betriebssicherheitsverordnung (1)
- Deutschland / Gefahrstoffverordnung (1)
- Deutschland <Östliche Länder> (1)
- Developing countries (1)
- Dialogprogrammierung (1)
- Dichte Packung (1)
- Dichtes Plasma (1)
- Dickwandiges Bauelement (1)
- Dienstleistung (1)
- Dieselmotor (1)
- Differentialoperator (1)
- Diffusität (1)
- Digitales Bautagebuch (1)
- Digitales Geländemodell (1)
- Digitales Modell (1)
- Dilatanz (1)
- Diplomarbeit (1)
- Dirac-Gleichung (1)
- Direkte numerische Simul (1)
- Diskrete Fourier-Transformation (1)
- Diskrete Simulation (1)
- Diskrete-Elemente-Methode (1)
- Dispersion <Welle> (1)
- Dissipation (1)
- Distributed computing (1)
- Domain Models (1)
- Domänenmodelle (1)
- Drainage (1)
- Drehrohr (1)
- Dreidimensionale Comp (1)
- Dreieck (1)
- Dreistreifige Landstraße (1)
- Druckbeanspruchung (1)
- Druckbelastung (1)
- Duplex-Stahl (1)
- Duplexstahl (1)
- Durchlässigkeit (1)
- Durchströmung (1)
- Durchwanderbarkeit (1)
- Dynamic Model Management Systems (1)
- Dynamic Schema Evolution (1)
- Dynamics (1)
- Dynamische Messungen (1)
- Dynamische Modellverwaltungssysteme (1)
- Dynamische Schemaevolution (1)
- Dübelleiste (1)
- Düngemittel (1)
- Düsenstrahlverfahren (1)
- E-Modul (1)
- E-Modul Berechnung (1)
- E-modulus (1)
- EC-Norm (1)
- EC7 (1)
- EN 1337/3 (1)
- EXPRESS <Programmiersprache> (1)
- Early design stage (1)
- Earth Pressure Balanced Shield Machine (1)
- Earthquake (1)
- Ebener Dehnungszustand (1)
- Echtzeitsystem (1)
- Echtzeitverarbeitung (1)
- Editor (1)
- Effizienz (1)
- Effizienzwertmethode (1)
- Eigenspannungen (1)
- Eigenspannungszustände (1)
- Eigenwertproblem (1)
- Einfamilienhaus (1)
- Einflussfaktoren (1)
- Einsatzhärten (1)
- Einsturz (1)
- Eintragspfade (1)
- Einzellast (1)
- Eisenbahnbrücke (1)
- Elastizitätstheorie (1)
- Elastomer (1)
- Elektromagnetisches Feld (1)
- Elektronischer Produktkatalog (1)
- Ellipsoid (1)
- Emulgator (1)
- Emulsion (1)
- Energieeffizienz (1)
- Energieeinkopplung (1)
- Energiemanagement (1)
- Energiemethoden (1)
- Energietransport (1)
- Energieverbrauch (1)
- Energieversorgung (1)
- Energieübertragung (1)
- Energy-dissipation (1)
- Enteisungsanlage (1)
- Entity-Relationship-Datenmodell (1)
- Entropie (1)
- Entscheidungsb (1)
- Entscheidungsfindung (1)
- Entscheidungsmodell (1)
- Entscheidungsprozess (1)
- Entscheidungstheorie (1)
- Entwicklungsländer (1)
- Environment (1)
- Enzym (1)
- Epizentrendichte (1)
- Erdbebengefährdung (1)
- Erdbebenschaden (1)
- Erdbebenschutz (1)
- Erddruck (1)
- Erddruckschildmaschine (1)
- Erdstofffilter (1)
- Ereignisgesteuerte Prozeßkette (1)
- Erhärtungsprüfung (1)
- Erkennbarkeit (1)
- Ermüdung (1)
- Ermüdung b (1)
- Ermüdung bei hohen Lastspielzahlen (1)
- Ersatzbrennstoffe (1)
- Etabs (1)
- Ettringit (1)
- Eurocode 7 (1)
- Europäische Integration (1)
- Eutrophierung (1)
- Evaluation methods (1)
- Event-driven Process Chain (1)
- Evolutions-Strategie (1)
- Evolutionäre Algorithmen (1)
- Exchanged Documents (1)
- Expertensystem (1)
- FIB-Klimawechsellagerung (1)
- FOMEKK (1)
- FVK (1)
- Faktor <Algebra> (1)
- Fakultative Anaerobier (1)
- Fallbeispiel (1)
- Farbenlehre (1)
- Fasermodell (1)
- Faseroptischer Sensor (1)
- Faserverbundschalentragwerk (1)
- Faserverstärkter Kunststoff (1)
- Fatigue (1)
- Faulschlamm (1)
- Feder-Dämpfer Bodenmodelle (1)
- Fehler (1)
- Fehlerfortpflanzung (1)
- Fehlstellenmodell (1)
- Feldversuch (1)
- Felsbruchmaterial (1)
- Ferri (1)
- Fertigbauteil (1)
- Festbett (1)
- Festmörtel (1)
- Feststoffvergärung (1)
- Feuchtigkeit (1)
- Filling moulds with fresh concrete (1)
- Filter (1)
- Finite Element Method (1)
- Finite Element Model (1)
- Finite Elemente (1)
- Finite-Streifen (1)
- Finite-Streifen-Methode (1)
- Finite-Volumen-Methode (1)
- Fließgewässer (1)
- Flussdeich (1)
- Flächenmanagement, Flächensteuerung, Flächenoptimierung, (1)
- Flächenverbund (1)
- Flüssigkeit-Bauwerk-Interaktion (1)
- Flüssigkeitsviskosität (1)
- Form optimization (1)
- Formabweichung (1)
- Formoptimierung (1)
- Formänderungsenergie (1)
- Forschungsprojekt (1)
- Fourier-Reihe (1)
- Fracture (1)
- Fracture Toughness (1)
- Fragebogen zum Arbeits- und Gesundheitsschutz (1)
- Fraktographie (1)
- Freac. (1)
- Freeform (1)
- Freiform (1)
- Freistrahlen (1)
- Freivorbau (1)
- Frischmörtel (1)
- Frost-Tau-Widerstand (1)
- Frostbeständigkeit (1)
- Frostwiderstand (1)
- Fuge (1)
- Functional design (1)
- Fundament (1)
- Fundamentverbreiterung (1)
- Funktionsprinzipien (1)
- Funktionsraum / Mathematik (1)
- Fuzzifizierung (1)
- Fuzzy-Optimierung (1)
- Fußboden (1)
- Fußgängerbrücke (1)
- Fällungskristallisation (1)
- Fügen (1)
- Füllen der Form mit Frischbeton (1)
- GFRP (1)
- Gabellagerung (1)
- Game Developement (1)
- Game Engine (1)
- Gebrauchtmaschine (1)
- Gebäudebestand (1)
- Gebäudeleitsystem (1)
- Gebäudesimulation ESP-r (1)
- Gefährdung (1)
- Gefüge <Werkstoffkunde> (1)
- Gegenständliches Modell (1)
- Gekoppelte Modelle (1)
- Geländebruch (1)
- Gemeindeverwaltung (1)
- Genaufertigung (1)
- Generalunternehmer (1)
- Generelle-Interessen-Skala (1)
- Generierung (1)
- Geoelektrik (1)
- Geographic Information System (1)
- Geometric Modeling (1)
- Geometrieobjekt (1)
- Geometrische Optimierung (1)
- Geophysik (1)
- Geopolymer (1)
- Geostatistische Interpolation (1)
- Geostatistische Interpulation (1)
- Geotextilien (1)
- Gesamtbauwerk (1)
- Gesamtsystemanalyse (1)
- Geschichte (1)
- Geschossbau (1)
- Geschwindigkeit (1)
- Geschwindigkeitsmessung (1)
- Gesteinsfestigkeit (1)
- Gesteinskörnungen (1)
- Gewässersanierung (1)
- Gips-Zement-Puzzolan-Bindemittel (1)
- Gipstreiben (1)
- Gittererzeugung (1)
- Gitterfreie Methode (1)
- Glas (1)
- Glass (1)
- Glocke (1)
- Glockenläuten (1)
- Graph (1)
- Green-Funktion (1)
- Grenzzustandsanalyse (1)
- Groupware (1)
- Großbaustelle (1)
- Großtafelbauweise (1)
- Grundrissgenerierung (1)
- Gruppentheorie (1)
- Gründung (1)
- Gärung (1)
- H/V-Methode (1)
- HWGK (1)
- Haftung (1)
- Haftverbund (1)
- Halbraum (1)
- Hamilton-Operator (1)
- Haufwerksporiger Beton (1)
- Healing (1)
- Hec-Ras (1)
- Heizung (1)
- Hermitesche Entwicklung (1)
- Heuristik (1)
- Himalaja (1)
- Himalaya (1)
- Himmelslichtquotient (1)
- Hitzebelastung (1)
- Hochdruck (1)
- Hochofenzement (1)
- Hochschule (1)
- Hochschule , Fläche , Steuerung , Allokation , Hochschulorganisation , Optimierung , Management (1)
- Hochschule / Lehre (1)
- Hochschulgebäude (1)
- Hochwasser (1)
- Hochwassergefahrenkarte (1)
- Hochwasserrückhaltebecken (1)
- Hochwasservorhersage (1)
- Holzbauteil (1)
- Holzrahmenbau (1)
- Holzrahmenbauwände (1)
- Holzstützen (1)
- Holztafelbau (1)
- Holzverbindung (1)
- Homogenisieren (1)
- Homogenization (1)
- Hostun-Sand (1)
- Humanethologie (1)
- Hydratationswärme (1)
- Hydraulic properties (1)
- Hydrologie (1)
- Hydrologische Messung (1)
- Hyperholomorphe-Funktion (1)
- Hypertrophie (1)
- Hängebrücke (1)
- Häufigkeit (1)
- Immobilienbestand (1)
- Immobilienmanagement (1)
- Immobilienportfolio (1)
- Impedanzfunktion (1)
- Implementierung (1)
- India (1)
- Indien (1)
- Indikator (1)
- Indoor climate (1)
- Industriepark (1)
- Inferenzstatistik (1)
- Informationssuche (1)
- Infrastruktur (1)
- Ingenieurbüro (1)
- Ingenieurholzbau (1)
- Inspektion (1)
- Instandhaltungsplanung (1)
- Instandsetzung (1)
- Integration (1)
- Intelligentes System (1)
- Interkristalline Korrosion (1)
- Internalisierung <Wirtschaft> (1)
- Interpartikuläre Wechselwirkungen (1)
- Inverses Problem (1)
- Inversionsalgorithmus (1)
- Inversionstheorie (1)
- Investitionsplanung (1)
- Iran (1)
- Isogeometric Analysis (1)
- Iteration (1)
- Joint type (1)
- Junger Beton (1)
- Just-in-time-Prinzip (1)
- Kalk-Boden-Säulen (1)
- Kalkulationsverfahren (1)
- Kapillare (1)
- Kapitalwertmethode (1)
- Karl (1)
- Kartierung (1)
- Katalog (1)
- Katastrophenmanagement (1)
- Kehlnaht (1)
- Kennwertermittlung (1)
- Kennzahl (1)
- Keramischer Baustoff (1)
- Kernel <Informatik> (1)
- Kette (1)
- Kippe (1)
- Kirchenbau (1)
- Klarheitsmaß (1)
- Klassieren (1)
- Kleben (1)
- Klebtechnologie (1)
- Klein- und mittelstädtisches Unternehmen (1)
- Klimaschutz (1)
- Klimawechsellagerung (1)
- Klimaänderung (1)
- Klinker (1)
- Klüftung (1)
- Knickbandbildung (1)
- Knoten (1)
- Knotenmodell (1)
- Knotenpunkt (1)
- Koelnbrein (1)
- Kohlenstofffaserverstärkter Kunststoff (1)
- Kohäsion (1)
- Kollaboration (1)
- Kollaboratives Entwerfen (1)
- Kollisionserkennung (1)
- Kolloidmühle (1)
- Kommunikationsdienst (1)
- Kommunikationsmodell (1)
- Kommunikationsprotokoll (1)
- Komplexe Funktion (1)
- Kompressibilität (1)
- Kompression (1)
- Konforme Abbildung (1)
- Konsistenz <Informatik> (1)
- Konsolidation (1)
- Konstruktionsfehler (1)
- Konstruktive Optimierung (1)
- Konstrutkiver Entwurf (1)
- Kontaktformulierung (1)
- Kontaktkraft (1)
- Kontaktmechanik (1)
- Kontaktwechselwirkung (1)
- Kontinuierliche Simul (1)
- Kontinuierliche Simulation (1)
- Kontinuitaetsbedingungen (1)
- Konzessionen (1)
- Kooperatives Informationssystem (1)
- Kornzerfall (1)
- Korrosion (1)
- Korrosionsgeschwindigkeit (1)
- Korrosionsprüfung (1)
- Kosten-Nutzen-Analyse (1)
- Kostenanalyse (1)
- Kostenrechnung (1)
- Kraftmethode (1)
- Kraftschluss (1)
- Krankenhaus (1)
- Krankollision (1)
- Kreis (1)
- Kremlas (1)
- Kristallisation (1)
- Kräfte und Bewegungen (1)
- Kunststoffbeton (1)
- Kunststofffilme (1)
- Kunststoffkleben (1)
- Kuppel (1)
- Kurzzeit-Kriechen (1)
- Kölnbrein (1)
- LSCF (1)
- Lack of building (1)
- Lagerbemessung (1)
- Lamé-Gleichung (1)
- Lamé-equation (1)
- Landesgebäude (1)
- Landesverwaltung (1)
- Langzeitverzögerer (1)
- Laplace-Transformation (1)
- Laser-Ultraschall (1)
- Laserstrahlschweißen (1)
- Lasertechnologie (1)
- Laservibrometer (1)
- Lastannahme (1)
- Lasteinleitungsbereich (1)
- Lastwechselzahl (1)
- Lattice Grids (1)
- Laufzeit (1)
- Lautstärke (1)
- Lean Production (1)
- Lebensdauervorhersage (1)
- Lebenszyklusbetrachtungen (1)
- Lebenszykluskonzept (1)
- Lebenszykluskosten (1)
- Legendre-Funktion (1)
- Lehm (1)
- Lehmbau (1)
- Lehmhaus (1)
- Lehrter Bahnhof (1)
- Leiharbeit (1)
- Leistungs-Ultraschall (1)
- Leistungsbeschreibung (1)
- Leistungsmeldung (1)
- Leitsystem (1)
- Leitung (1)
- Lichtlimitation (1)
- Lichtsignalanlage (1)
- Liegenschaftsverwaltung (1)
- Life Cycle (1)
- Lime Columns (1)
- Limit Atate Analysis (1)
- Literaturrecherche (1)
- Logit-Modell (1)
- Luft (1)
- Luftdichtheit (1)
- Lufttemperatur (1)
- Lösungsanalytik (1)
- Lösungsverfahren (1)
- MAP (1)
- MFPA Weimar (1)
- MIG-Schweißen (1)
- MIPS-Konzept (1)
- Magnesium (1)
- Magnesium-Ammonium-Phosphat (1)
- Magnesiumoxid (1)
- Magnesiumsulfat (1)
- Maintenance (1)
- Makrosimulation (1)
- Managementinformationssystem (1)
- Managment Information System (1)
- Maple (1)
- Markoffsche Kette (1)
- Markov-Kette mit stetiger Zeit (1)
- Markowschke (1)
- Markteintrittsstrategie (1)
- Massivbau (1)
- Massivbrücke (1)
- Materialeigenschaften (1)
- Materialflusssteuerung (1)
- Mathematical Programming (1)
- Mathematische Physik (1)
- Mauermörtel (1)
- Maxwellsche Gleichungen (1)
- Mechanik (1)
- Mechanisches Versagen (1)
- Mehrachsige Beanspruchung (1)
- Mehrdimensionalität (1)
- Mehrgitterverfahren (1)
- Meshless method (1)
- Meso-Scale (1)
- Mesoscale (1)
- Mesoskala (1)
- Messnetzoptimierung (1)
- Messnetzplanung (1)
- Messstellennetz (1)
- Messtechnik (1)
- Metakaolin (1)
- Metall (1)
- Metall verarbeitende Industrie (1)
- Metallkleben (1)
- Metallographie (1)
- Metaphosphat (1)
- Methoden und Verfahren (1)
- Microsoft dot net (1)
- Microstructure (1)
- Mikro-Scale (1)
- Mikrosimulation (1)
- Millikan Library (1)
- Mineralischer Rohstoff (1)
- Mismatch (1)
- Mitarbeiter (1)
- Mixed Mode (1)
- Mo (1)
- Modale Analyse (1)
- Modale Parameter (1)
- Modeling (1)
- Modellkalibrierung (1)
- Modelltechnik (1)
- Modelluntersuchung (1)
- Modellverwaltungssystem (1)
- Modezuordung (1)
- Modifizierung (1)
- Moitoring (1)
- Montage (1)
- Montageablauf (1)
- Montagegerechte Konstruktion (1)
- Montageplanung (1)
- Montageroboter (1)
- Montanwachs (1)
- Monte Carlo method (1)
- Monte Carlo simulation (1)
- Monte-Carlo Simulation (1)
- Monte-Carlo-Integration (1)
- Monte-Carlo-Methode (1)
- Morinol (1)
- Multikriterielle Optimierung (1)
- Multiresolution analysis (1)
- Multiscale modeling (1)
- Multiskalenmodellierung (1)
- Musik im Barock (1)
- Mustererkennung (1)
- Nachbeulverhalten (1)
- Nachfragerisiko (1)
- Nachgründung (1)
- Nachhall (1)
- Nachhallzeit (1)
- Nachhaltigkeit (1)
- Natriumchlorid (1)
- Navier-Stokes-Gleichung (1)
- Netzplantechnik (1)
- Netzwerk (1)
- Netzwerktheorie (1)
- Neubeton (1)
- Nichtlineare Kon (1)
- Nichtlineare Stabilitätstheorie (1)
- Nichtlineare partielle Differentialgleichung (1)
- Nichtlinearität (1)
- Nichtwohngebäude (1)
- Niedrigenergiehaus (1)
- Non-linear buckling (1)
- Nonlinear Programming (1)
- Normenvergleich (1)
- Normung (1)
- Numerische Berechnung (1)
- Numerische Strömungsmechanik (1)
- Numerisches Modell (1)
- Nutzeroberfläche (1)
- Nutzungsdauer (1)
- Nutzungsänderung (1)
- Nutzwertanalyse (1)
- OIP (1)
- Oberfläche (1)
- Oberflächenabdichtung (1)
- Oberflächenbehandlung (1)
- Oberflächenspannung (1)
- Oberflächenvorbereitung (1)
- Object-oriented programming (1)
- Objektorientierte Programmierung (1)
- Objektorientiertes Datenbanksystem (1)
- Objektversionierung (1)
- Obligat anaerobe Bakterien (1)
- Oktalbaum (1)
- Operations Research (1)
- Optimal Matching Technik (1)
- Optimal Matching Technique (1)
- Optimal Planning (1)
- Optimierung Kenngrößenvarianz (1)
- Optimierung Krigingvarianz (1)
- Orthonormalbasis (1)
- Outputspezifikation (1)
- Outsourcing (1)
- PCM (1)
- PCM-Putz (1)
- PCM-plaster (1)
- PPP (1)
- PPP-Eignungstest (1)
- Parameteranalyse (1)
- Parameteridentif (1)
- Parameteridentification (1)
- Parameterschätzung (1)
- Parametric Design (1)
- Parametrische Optimierung (1)
- Parametrischer Entwurf (1)
- Paramter Identification (1)
- Partialmodelle (1)
- Partikel-Schwarm-Optimierung (1)
- Passiver Erddruck (1)
- Passivhaus (1)
- Periodendauer (1)
- Perkolationstheorie (1)
- Perowskit (1)
- Perpendicular-to-grain loaded Connections (1)
- Pfahl (1)
- Pfahlgründung (1)
- Pfahlprobebelastung (1)
- Pfahlwand (1)
- Pfeiler (1)
- Pflasterungen (Mathematik) (1)
- Phase Change Materials (1)
- Phase field model (1)
- Phasenumwandlung (1)
- Phasenübergangsmaterialien (1)
- Phosphatelimination (1)
- Phosphonocarbonsäure (PBTC) (1)
- Phosphortransport (1)
- Physikalisches Modell (1)
- Pile Foundation (1)
- Pile Load Test (1)
- Planning process (1)
- Plant Simulation <Programm> (1)
- Planungshaftung (1)
- Planungswerkzeugen (1)
- Plastische Deformation (1)
- Plastizität (1)
- Plaxis (1)
- Polyharmonische Funktion (1)
- Polykristall (1)
- Polymer modification (1)
- Polymeradsorption (1)
- Polymermodifizierung (1)
- Polystyrol (1)
- Porenlösung (1)
- Porenwasser (1)
- Porenwasserdruck (1)
- Portlandkalksteinzement (1)
- Portlandzement (1)
- Positionierung (1)
- Potenzialanalyse (1)
- Praxisbezug (1)
- Priorisierung (1)
- Privatisierung (1)
- Probabilistik (1)
- Produktionssteuerung (1)
- Produktlebenszyklus (1)
- Profilstahl (1)
- Prognosemodell (1)
- Prognosequalität (1)
- Programm (1)
- Progressive Planung (1)
- Projektdokumentation (1)
- Projektentwicklung (1)
- Projektierungsbetrieb (1)
- Projektk (1)
- Projektplanung (1)
- Projektsteuerung (1)
- Promotion (1)
- Prozesslogik (1)
- Prozesssteuerung (1)
- Prävention (1)
- Prüftechnik (1)
- Prüfverfahren (1)
- Puffer (1)
- Push-over Analyse (1)
- Pyrolyse (1)
- QUEST3D (1)
- Qp-spaces (1)
- Qualitätskontrolle (1)
- Qualitätssicherung (1)
- Quantenphysik (1)
- Quarz (1)
- Quarzglas (1)
- Quellen (1)
- Queranschluß (1)
- Querdehnzahl (1)
- Querkraft (1)
- Querkraftbewehrung (1)
- Querkrafttragfähigkeit (1)
- Querprofil (1)
- Quest3D (1)
- RDF (1)
- RFID (1)
- RQ15 (1)
- Radar (1)
- Radar <Druckschrift> (1)
- Rahmenecke (1)
- Randelemente-Methode (1)
- Randspannung (1)
- Raumakustische Rekonstruktion (1)
- Raumeindruck (1)
- Raumlufttemperatur (1)
- Raumordnung (1)
- Recht (1)
- Rechteck (1)
- Rechtsanwendung (1)
- Referenz (1)
- Referenzsensoren (1)
- Regellager (1)
- Regelungssystem (1)
- Regelungstechnik (1)
- Regenwasser (1)
- Regressionsanalyse (1)
- Rehabilitation (1)
- Reinforced Concrete (1)
- Reinforced concrete (1)
- Reinigungsleistung (1)
- Reliability (1)
- Reliability Theory (1)
- Reparatur (1)
- Representative Volume Elements (1)
- Repräsentative Volumen Elemente (1)
- Ressourcenallokation (1)
- Ressourcenanalyse (1)
- Restbeton (1)
- Reststoff (1)
- Resttragfähigkeit (1)
- Retrievalsprache (1)
- Rheologie (1)
- Richtlinien (1)
- Rippendecke (1)
- Risik (1)
- Risikoallokation (1)
- Risikoverteilung (1)
- Rissausbreitung (1)
- Rissbreite (1)
- Rissentwicklung (1)
- Rissfortschrittsberechnung (1)
- Risssimulation (1)
- Rissverhalten (1)
- Rohrleitung (1)
- Rückbeton (1)
- Rückrechnung von E-Modulen aus Einsenkungen (1)
- S355J2G3 (1)
- S690QL (1)
- SARS (1)
- SDOF (1)
- STEP (1)
- SVB (1)
- SWCC (1)
- SYSWELD (1)
- Safety of work (1)
- Salzgehalt (1)
- Salzmischungen (1)
- Sandsäulenversuch (1)
- Sandwichbauteil (1)
- Sauerstoff (1)
- Saugspannung (1)
- Scale-Up (1)
- Schaden (1)
- Schadensanalyse (1)
- Schadensdiagnose (1)
- Schadenspotential (1)
- Schadstoffkonzentration (1)
- Schalenelement (1)
- Schall (1)
- Schallemissionsanalyse (1)
- Schalungssystem (1)
- Schaum (1)
- Scheibenelemente (1)
- Scherung (1)
- Schichtenmodell (1)
- Schiefstellung (1)
- Schildmaschinen (1)
- Schlachthofabwasser (1)
- Schlussfolgern (1)
- Schmale Luzin (1)
- Schnittgrößenumlagerungen (1)
- Schrumpfverhalten (1)
- Schulgebäude (1)
- Schweinegülle (1)
- Schweißnaht (1)
- Schweißnahtnachbehandlung (1)
- Schweißprozesssimulation (1)
- Schweißschrumpfung (1)
- Schweißverbindung (1)
- Schweißwerkstatt (1)
- Schwimmbad (1)
- Schwindisotherme (1)
- Schwindmechanismus (1)
- Schwindreduktion (1)
- Schwindreduzierer (1)
- Schwingungsanalyse (1)
- Schwingungsanregung (1)
- Schwingungsdämpfung (1)
- Schwingungstilger (1)
- Schwingungsverhalten (1)
- Schädigung (1)
- Schädigungsindikator (1)
- Schüttung (1)
- Seerestaurierung (1)
- Segmentierung (1)
- Seismik (1)
- Sekundärrohstoff (1)
- Selbstheilung (1)
- Selbstverdichtender Beton (1)
- Selbstüberwachung (1)
- Sensortechnik (1)
- Sequenzanalyse <Soziologie> (1)
- Shear Capacity (1)
- Shear Strength (1)
- Shore Spacing (1)
- Shore Stiffness (1)
- Shoring System (1)
- Shrinkage behaviour (1)
- Sicherheiten (1)
- Sicherheitsanalyse (1)
- Sicherheitstechnik (1)
- Sicherheitstheorie (1)
- Sichtbeton (1)
- Sickerwasser (1)
- Simulation in construction (1)
- Simulationsprozess (1)
- Slang (1)
- Software Engineering (1)
- Software-Architektur (1)
- Software-Komponente (1)
- Softwareengineering (1)
- Softwareentwicklung (1)
- Softwaresystem (1)
- Sonderschalung (1)
- Sonnenkollektor (1)
- Sonnenscheindauer (1)
- Sonnenstrahlung (1)
- Sorptionsisotherme (1)
- Sorptionswärme (1)
- Soziale Kosten (1)
- Spaltdruck (1)
- Spannbeton (1)
- Spannbetonbrücke (1)
- Spannender Baum (1)
- Spannung (1)
- Spannungs-Dehnungs-B (1)
- Spannungszustand (1)
- Spline-Approximation (1)
- Sprottetal (1)
- Sprottetalbrücke (1)
- SrMnO3 (1)
- Sraßeninstandhaltung (1)
- Stabilisierungszeit (1)
- Stability behavior (1)
- Stabnetz (1)
- Stabwerk (1)
- Stadtentwässerung (1)
- Stadtverkehr (1)
- Stadtverkehr / Verkehrsplanung (1)
- Stahlbeton-Rahmenbauwerke (1)
- Stahlbetonbau (1)
- Stahlbrücke (1)
- Stahlkonstruktion / Verbundbauweise (1)
- Stahlkonstruktionen (1)
- Standard (1)
- Standard-Software (1)
- Standardsoftware (1)
- Standortplanung (1)
- Stapelproblem (1)
- Statics (1)
- Statische Last (1)
- Statistik (1)
- Statistischer Größeneinfluss (1)
- Stau (1)
- Stauchschicht (1)
- Stauchung (1)
- Steel frames (1)
- Stehendes Gewässer (1)
- Steifigkeit (1)
- Steifigkeits-Degradation (1)
- Steifigkeitsdegradation (1)
- Stochastic Subspace Identification (1)
- Stochastische Analysis (1)
- Stochastischer Prozess (1)
- Stoffkreislauf (1)
- Stofftransportmodelle (1)
- Stokes-Problem (1)
- Strahlung (1)
- Strain Energy (1)
- Strategieprozessmodell (1)
- Strategische Geschäftseinheit (1)
- Straße (1)
- Straßenbahnhaltestellen (1)
- Straßenbenutzungsgebühr (1)
- Straßenbrücken (1)
- Straßenkarte (1)
- Straßennetz (1)
- Straßenplanung (1)
- Straßensektor (1)
- Straßenunterhaltung (1)
- Stress Intensity Factor (1)
- Stroh (1)
- Strukturanalyse (1)
- Strukturbildung (1)
- Strukturmechanik (1)
- Strukturoptimierung (1)
- Strukturwandel (1)
- Strukturänderung (1)
- Struvit (1)
- Struvite (1)
- Strömung (1)
- Strömungsfeld (1)
- Strömungsmechanik (1)
- Strömungsmesstechnik (1)
- Stuckgips (1)
- Studentenwerk (1)
- Studienangebot (1)
- Stufen-Schwellen-Sequenzen (1)
- Stuttgart / Sonderforschungsbereich Rechnergestützte Modellierung und Simulation zur Analyse (1)
- Subsoil-model (1)
- Suffosion (1)
- Summer School (1)
- Super Healing (1)
- Supply Chain Management (1)
- Suspendieren (1)
- Suspensionsanalytik (1)
- Synchronisierung (1)
- System Dynamics (1)
- TDR-Kalibrierung (1)
- TMD (1)
- Tafelbau (1)
- Tarifgebundenheit (1)
- Tarifvertrag (1)
- Taumittel (1)
- Teamorganisation (1)
- Teamwork (1)
- Technische Mechanik (1)
- Technische Überwachung (1)
- Technologie (1)
- Teilsättigung (1)
- Teilung (1)
- Telleranker (1)
- Tensiometer (1)
- Termincontrolling (1)
- Terminplan (1)
- Theorie zweiter Ordnung (1)
- Thermische Belastung (1)
- Thermische Energiespeicherung (1)
- Thermochemische Wärmespeicherung (1)
- Thermodynamik (1)
- Thüringen (1)
- Tiefe Baugruben (1)
- Timber (1)
- Time domain reflectometry (1)
- Traffic revenue risk (1)
- Traglast (1)
- Tragrostbrücke (1)
- Tragsystem (1)
- Tragwerk / (1)
- Tragwerk / Vorspannung (1)
- Tragwerksplanung (1)
- Tragwerksverstärkung (1)
- Trajektorie (Mathematik) (1)
- Transformation (1)
- Transparenz (1)
- Transport (1)
- Transportgleichung (1)
- Trassierung (1)
- Treibgut (1)
- Treibgutsperre (1)
- Treibsel (1)
- Trockenfermentation (1)
- Trockenvergärung (1)
- Träger (1)
- Trägheit (1)
- Tuned Mass Damper (1)
- Turmdrehkran (1)
- Typenbildung (1)
- U-value (1)
- UML (1)
- Ultraschall-Laserverfahren (1)
- Ultraschallmesstechnik (1)
- Umweltschutz (1)
- Unfallursache (1)
- Unfallverhütung (1)
- Ungesättigte Zone (1)
- Unsaturated soil (1)
- Unsicherheitplot (1)
- Unsicherheitsanalyse (1)
- Unterfangen (1)
- Untergrundklassifikation (1)
- Unternehmen (1)
- Unternehmen / Organisation (1)
- Urin (1)
- VRML (1)
- Validation (1)
- Value Management (1)
- Variantenvergleich (1)
- Variationsprinzip (1)
- Variationsrechnung (1)
- Variographie (1)
- Vektorfunktion (1)
- Verarbeitungseigenschaft (1)
- Verbindungskoeffizienten (1)
- Verbindungstechnik (1)
- Verbrauchszähler (1)
- Verbundbrückenkonstruktionen (1)
- Verbunddeckenplatten (1)
- Verbunddokument (1)
- Verbundkonstruktionen (1)
- Verbundmittel (1)
- Verbundquerschnitte (1)
- Verbundtragwerk (1)
- Verbundverhalten (1)
- Verbundwerkstoff (1)
- Verdichtungstechnologie (1)
- Verflüssigung (1)
- Vergabe (1)
- Verglasung (1)
- Vergleich (1)
- Vergleichswerte (1)
- Verkehr (1)
- Verkehrsablauf (1)
- Verkehrsfunk (1)
- Verkehrsleitsystem (1)
- Verkehrsmengenrisiko (1)
- Verkehrsmittelwahl (1)
- Verkehrspolitik (1)
- Verkehrsqualität (1)
- Verkehrsstau (1)
- Verkehrsstörung (1)
- Verkehrstechnik (1)
- Verkehrsverhalten (1)
- Verkehrswegebau (1)
- Verkehrswirtschaft (1)
- Verklausung (1)
- Verknüpfungen (1)
- Vernetztes System (1)
- Versagen (1)
- Versagensmechanismen (1)
- Version control (1)
- Versionsabgleich (1)
- Versionskontrolle (1)
- Versionsverschmelzung (1)
- Versorgungsnetz (1)
- Verstärkung (1)
- Versuchsmethode (1)
- Verteilte Anwendungen (1)
- Verteilte Modelle (1)
- Verteiltes Datenbanksystem (1)
- Verteiltes Datenverarbeitungssystem (1)
- Verteiltes Softwaresystem (1)
- Vertrag (1)
- Vertrauen (1)
- Verzug (1)
- Vibrationssensor (1)
- Viereck (1)
- Virtual reality (1)
- Virtuelle Baustelle (1)
- Viskoelastisches Gelenk (1)
- Viskoplastizität (1)
- Vollholz (1)
- Vorfertigung (1)
- Vorgang (1)
- Vorgespannte Konstruktion (1)
- WIG- Nachbehandlung (1)
- Wachs (1)
- Wachstumshemmung (1)
- Wahrscheinlichkeit (1)
- Warping moments (1)
- Warping stiffness (1)
- Wartezeit (1)
- Wasserbauprojekte (1)
- Wasserkraftwerk (1)
- Wasserlinsendecken (1)
- Wasseroberfläche (1)
- Wasserqualität (1)
- Wasserstandmessung (1)
- Wasserversorgung (1)
- Waste management concept (1)
- Weimar / Bauhaus-Universität (1)
- Weimar / Herzogin-Anna-Amalia-Bibliothek (1)
- Weimar / Schloss Wilhelmsburg / Schlosskapelle Himmelsburg (1)
- Wellenausbreitung (1)
- Werkstoffermüdung (1)
- Werkstoffprüfung (1)
- Wertstoff (1)
- Winkelverzug (1)
- Wirbelringe (1)
- Wirkmechanismus (1)
- Wissenschaftliche Einrichtung (1)
- Woelbsteifigkeit (1)
- Wohnhäuser in Stahlbauweise (1)
- Wohnung (1)
- Wohnungsbestand (1)
- Wohnungsmodernisierung (1)
- Wohnungswirtschaft (1)
- Wolfram- Inertgasverfahren (1)
- Work Face (1)
- World Wide Web (1)
- Wärme (1)
- Wärmedurchgangszahl (1)
- Wärmeeinflusszone (1)
- Wärmestrom (1)
- Wärmeverlust (1)
- Wärmeübergang (1)
- Wärmeübergangskoeffizient (1)
- Wärmeübergangskoeffizient an Zylinder (1)
- Wärmeübertragung (1)
- Yotta (1)
- Young's modulus (1)
- ZIS (1)
- Zahlung (1)
- Zeitparameter (1)
- Zeitrestriktion (1)
- Zementhydratation (1)
- Zementleim (1)
- Zerkleinern (1)
- Zertrümmerung (1)
- Zufallsfeld (1)
- Zugstab (1)
- Zugversuch (1)
- Zusammengesetzte Fließbedingung (1)
- Zusatzmittel (1)
- Zustand von Strassenbau (1)
- Zustandsraummodell (1)
- Zuverlässigkeit in der Bauausführung (1)
- Zwangsspannung (1)
- Zweischaliges Mauerwerk (1)
- Zyklische Beanspruchung (1)
- Zylinder-Achsen-Modell (1)
- accident reasons (1)
- acid resistant coating material (1)
- action mechanism (1)
- adaptive simulation (1)
- adaptivity (1)
- adhesion (1)
- adhesive bonding (1)
- admixture (1)
- aerated concrete (1)
- aged hemihydrate plasters (1)
- aggregate (1)
- alkali silicate gels (1)
- alkali silicate reaction (1)
- alkali-carbonate reaction (1)
- alkali-silica-reaktion (1)
- alumosilicatic (1)
- alumosilikatisch (1)
- anaerobic digestion (1)
- analysis (1)
- anforderungsorientierte Projektabwicklung (1)
- ans (1)
- anti-locking (1)
- applets (1)
- assessment methods (1)
- assumed-natural-strain (1)
- atomistic simulation methods (1)
- autofrettage (1)
- autogenes Schwinden (1)
- autogenous shrinkage (1)
- automation (1)
- automatisierungsgerechte Fertigteilmontage (1)
- baulich-technische Anforderungen (1)
- bearing (1)
- bentonite-sand mixture (1)
- best approximation (1)
- biaxial – sand (1)
- biaxial-sand (1)
- bitumen emulsion (1)
- bitumen modification (1)
- bridge (1)
- bridge curb (1)
- building (1)
- building Information model (1)
- building damage (1)
- building information modelling (1)
- building model (1)
- building modeling (1)
- building modelling (1)
- cable force (1)
- cable stayed bridge (1)
- calcium sulfate hemihydrate (1)
- case study (1)
- cellular automata (1)
- cement paste (1)
- ceramics (1)
- characterization of surface (1)
- china clay (1)
- civil engineer . active integration (1)
- climate storage (1)
- closest point projection (1)
- cluster analysis (1)
- cohesion (1)
- communications service (1)
- compaction technology (1)
- comparison of operating costs (1)
- complete orthonormal system (1)
- composite (1)
- composite bridge structures (1)
- composite elements (1)
- compressibility (1)
- computational fluid dynamics (1)
- computer aides optimization (1)
- computer simulation (1)
- computerbasierte Entwurfsprozesse (1)
- computergestützte Baufortschrittskontrolle (1)
- concentrated load (1)
- concrete admixture (1)
- concurrency control (1)
- conduction (1)
- connection coefficients (1)
- connector (1)
- construction (1)
- construction chemicals (1)
- construction industry (1)
- construction management (1)
- construction progress (1)
- construction schedule (1)
- continuum damage mechanics (1)
- contract management (1)
- controlling (1)
- convection (1)
- cost estimation (1)
- course of events (1)
- crack mitigation (1)
- crack simulation (1)
- cracking of concrete (1)
- crane collision (1)
- creep (1)
- critical path monitoring (1)
- cross-section (1)
- cross-section analysis (1)
- crushing (1)
- cyclic load (1)
- damage (1)
- damage indicator (1)
- damage potential (1)
- data collection (1)
- delamination (1)
- demand risk (1)
- destrutive tryouts (1)
- determination of soil properties (1)
- deviatoric (1)
- deviatorisch (1)
- diesel engine pump part (1)
- diffusion limited aggregation (1)
- diffusion-contact model (1)
- digitale Produktmodellierung (1)
- dilatancy (1)
- discontinuum mechanic (1)
- disjoining pressure (1)
- diskontinuum mechanics (1)
- dissimilarity measures (1)
- dissipation of energy (1)
- distributed applications (1)
- distributed models (1)
- dreidimensional Analyse (1)
- drying-wetting (1)
- ductile cast iron (1)
- duplex stainless steel (1)
- dyke (1)
- dynamic behavior (1)
- early hydration (1)
- early project phase (1)
- earthquake damage (1)
- ecological approach (1)
- editor (1)
- effective properties (1)
- efficiency indicator method (1)
- eindimensionale Wasserspiegellagenberechnung (1)
- einschichtige Elemente (1)
- elastic properties (1)
- elastische Eigenschaften (1)
- elastische Parameter (1)
- emulsification (1)
- emulsifier (1)
- energy-dissipation (1)
- engineer-technical integration (1)
- enzyme (1)
- epicenter density (1)
- equipment (1)
- erosion (1)
- evaluation (1)
- evolutionary algorithms (1)
- existing buildings (1)
- experimentelle Modalanalyse (1)
- external costs (1)
- fachliche Integration (1)
- failure (1)
- faseroptische Sensoren (1)
- faserverstärkte Kunststoffe (1)
- fatigue life prediction (1)
- fault diagnosis (1)
- fiber optical Sensor (1)
- fiber reinforced polymer (1)
- fiber-reinforced plastics (1)
- fiber-reinforced shell structures (1)
- filterprocess (1)
- fine grained steel (1)
- finite element (1)
- finite elements (1)
- flood protection (1)
- flow resistance (1)
- fluidity (1)
- force-fit (1)
- foundation (1)
- fracture behavior (1)
- freeze-thaw resistance (1)
- freeze-thaw-resistance (1)
- fresh mortar (1)
- frost resistance (1)
- frühe Planungsphasen (1)
- function spaces (1)
- game engine (1)
- generation (1)
- generative design system (1)
- geometrical nonlinear (1)
- geomtryobject (1)
- geostatistic (1)
- geostatistical methods (1)
- glass fibre reinforced plastics (1)
- gravel-bed rivers (1)
- group document (1)
- große Rotationen (1)
- guidance in construction (1)
- guiding principes (1)
- gypsum (1)
- gypsumcristalline (1)
- hardened mortar (1)
- hazard assessment (1)
- heat of hydration (1)
- heat transfer coefficient for cylinders (1)
- heat treatment (1)
- high strength steel (1)
- high-strenght concrete (1)
- highway maintenance (1)
- historic church (1)
- historic palace (1)
- hochfester Beton (1)
- hochfester Stahl (1)
- homogene heterogene Strukturcharakterisierung (1)
- housing stock (1)
- hydration (1)
- hydraulic measurement (1)
- hydromechanische Prozesse (1)
- hydropower (1)
- hygro-mechanical stability (1)
- hygro-mechanische Instabilität (1)
- hygrothermal long-time load-bearing performance (1)
- hygrothermisches Langzeittragverhalten (1)
- impedance function (1)
- indicator (1)
- individual roughness structure (1)
- individuelle Rauheitsstruktur (1)
- information management (1)
- information system (1)
- information technology (1)
- initial equilibrium state (1)
- initial shape (1)
- innere relative Feuchte (1)
- intelligente Materialien (1)
- interactive (1)
- interaktiv (1)
- intergranular damage (1)
- internal relative humidity (1)
- internationale Bauprojekte (1)
- internetbasierte Projektplattform (1)
- inversion procedure (1)
- inversion theorie (1)
- isogeometric analysis (1)
- isoparametrisch (1)
- job description (1)
- joining (1)
- joint (1)
- joint weld (1)
- jointed rock (1)
- joints (1)
- k-Wert (1)
- keramische Masse (1)
- knowledge exchange (1)
- koiter approximation (1)
- komplexes Tragwerk (1)
- kriging (1)
- laminated timber (1)
- landfill cover lining system (1)
- large panel buildings (1)
- large-system-analysis (1)
- latent heat storage (1)
- leakages (1)
- learning objects (1)
- level-of-service (1)
- life cycle costs (1)
- linear elastic fracture mechanics (1)
- links (1)
- liquid storage tank (1)
- liquid vicosity (1)
- liquid-structure-interaction (1)
- load-test (1)
- local approach (1)
- local drift (1)
- local trend (1)
- logit-model (1)
- long-term retarder (1)
- long-time-performance (1)
- lösbare Verbindung (1)
- macroscale (1)
- masonry (1)
- material fatigue (1)
- material properties (1)
- materialgerecht (1)
- mathematical modelling (1)
- mathematische Optimierungsmethoden (1)
- mechanische Effizienz (1)
- mehrphasig (1)
- mehrschichtige Elemente (1)
- merge (1)
- mesoscale (1)
- metaphosphate (1)
- methodes and procedures (1)
- microscopy (1)
- microtremors (1)
- mixed mode cracking (1)
- modal parameters (1)
- mode I (1)
- mode IIa (1)
- mode pairing (1)
- model updating (1)
- modell analysis (1)
- modulares Bauwerk (1)
- monitoring (1)
- mortar method (1)
- motars (1)
- multi-agent systems (1)
- multi-criterion analysis (1)
- multigrid (1)
- multiphase (1)
- multiscale method (1)
- nachgeordnetes Straßennetz (1)
- nachträgliche Ergänzung (1)
- natural wax (1)
- natürliche Fließgewässer (1)
- natürliche Wachse (1)
- nicht-assoziierte Fließfläche (1)
- nichtlinear (1)
- nichtlineare Konsolidationstheorie (1)
- nichtlineare Optimierung (1)
- niederzyklisch (1)
- non-destructive (1)
- non-destructive test procedures (1)
- non-linear analysis (1)
- non-linear consolidation (1)
- non-linear optimisation (1)
- nonlinear calculation (1)
- nonlinear creep (1)
- nonlinear finite elements (1)
- numeric analysis (1)
- numerical methods (1)
- numerical modelling (1)
- numerische Berechnungen (1)
- object splitting (1)
- object versioning (1)
- object-orientation (1)
- objektoriertes Paradigma (1)
- operative mechanisms (1)
- optimal sensor positions (1)
- optimale Sensorpositionierung (1)
- output specification (1)
- output-only (1)
- pH-Wert (1)
- parameter identification (1)
- parametric design (1)
- parametric optimization (1)
- partial models (1)
- payment mechanism (1)
- percolated (1)
- percolation (1)
- percolation theory (1)
- personalisierte Lüftung (1)
- personalized ventilation (1)
- phase change materials (1)
- phase transformation (1)
- phosphonocarbon acid (PBTC) (1)
- phosphorus (1)
- physical nonlinear (1)
- physically and geometrically nonlinear computation (1)
- physically non-linear analysis (1)
- physikalisch nichtlinear (1)
- pig manure (1)
- plane-strain conditions (1)
- plastische Formänderungsarbeit (1)
- polymer cement concrete (1)
- polymer concrete (1)
- polymer-enhanced (1)
- pore solution (1)
- portland limestone cement (1)
- poröse Trägermaterialien (1)
- post-buckling analysis (1)
- power-ultrasound (1)
- prestress (1)
- prestressed bridge (1)
- prevention (1)
- probabilistics (1)
- process optimisation (1)
- processing of engineering tasks (1)
- product and process models (1)
- pull learning (1)
- pull-out (1)
- push-over analysis (1)
- quadratical optimization (1)
- quality assurance (1)
- quasicontinuum method (1)
- radiation (1)
- radiological and chemical properties (1)
- real estate (1)
- realtime (1)
- reconciliation (1)
- reinforced-concrete (1)
- reinforcement (1)
- reliability assessment (1)
- reliability in construction processes (1)
- remaining load capacitiy (1)
- repository (1)
- research institute (1)
- residential buildings (1)
- response surface method (1)
- restrained stress (1)
- reusability (1)
- revitalisation (1)
- rheology (1)
- risk (1)
- risk allocation (1)
- risk appraisal (1)
- road (1)
- road bridge (1)
- road pricing (1)
- rock material (1)
- rock strength (1)
- room acoustics (1)
- roughness (1)
- roughness parameter (1)
- räumliche Anfragesprache (1)
- safety-analysis (1)
- scale transition (1)
- scheduling (1)
- schwindreduzierendes Zusatzmittel (1)
- segmentation algorithm (1)
- seimic measurements (1)
- seismic hazard (1)
- seismische Messungen (1)
- selective sensitivity (1)
- selektive Sensitivität (1)
- self-checking (1)
- semispace model (1)
- sequence (1)
- set regulator (1)
- shell (1)
- short-term creep (1)
- shrinkage reducer (1)
- shrinkage reducing admixtures (1)
- shrinkage reducing agents (1)
- shrinkage reduction (1)
- silikatkeramische Masse (1)
- similarity measurement (1)
- site classification (1)
- slab (1)
- slip-block-test (1)
- slow-late-aggregate (1)
- smash (1)
- software architecture (1)
- software component (1)
- soil column test (1)
- soil mechanics (1)
- soil water characteristic curve (1)
- soil-structure interaction (1)
- soil-structure-interaction (1)
- solar energy (1)
- sommerlicher Wärmeschutz (1)
- spatial query (1)
- spezifische Gasmenge (1)
- spherical (1)
- spherical harmonics (1)
- sphärisch (1)
- spring-dashpot soil models (1)
- stability theory (1)
- standard (1)
- standard software (1)
- statistic size effect (1)
- steel structures (1)
- step-pool sequences (1)
- stiffness-degradation (1)
- stirrups (1)
- stochastic (1)
- stochastic subspace (1)
- stochastics (1)
- stockender Verkehr (1)
- strain (1)
- strategic process model (1)
- strategies (1)
- straw (1)
- strength (1)
- stress (1)
- structural design (1)
- structural dynamics (1)
- structural engineering (1)
- structural reliability (1)
- structural-technical requirements (1)
- substitute fuel (1)
- suffusion (1)
- superplasticizer (1)
- surface dressing (1)
- surface structures (1)
- suspension (1)
- sustainability (1)
- swelling (1)
- swelling pressure (1)
- synthetic wax (1)
- synthetische Wachse (1)
- system (1)
- säurefeste Beschichtungen (1)
- tailings dam (1)
- tailings facility (1)
- technical management (1)
- technische Nutzungsdauer (1)
- tension-stiffening (1)
- test-method (1)
- textural changes (1)
- thermal building simulation (1)
- thermal glazings (1)
- thermal load (1)
- thermal protection (1)
- thermisches Empfinden (1)
- thermo-physical material properties (1)
- thermodynamics (1)
- thermophysikalische Materialeigenschaften (1)
- three-dimensional (1)
- tiefgründige Bodenstabilisierung (1)
- timber (1)
- timber concrete composite (1)
- timber structure (1)
- timber-composite structures (1)
- toll road concessions (1)
- traffic flow (1)
- transformation (1)
- transformation plasticity (1)
- transformationsinduzierte Plastizität (1)
- transparency (1)
- transport of energy (1)
- travel behavior (1)
- typology (1)
- ultrasonic laser technique (1)
- uncertain data (1)
- ungesättigte Böden (1)
- uniaxial (1)
- uniform material law (1)
- university (1)
- unsaturated permeability (1)
- unsaturated soils (1)
- unsaturation (1)
- unterschiedliche Sicherheitskonzepte (1)
- upwind power plant (1)
- uranium tailing deposit (1)
- urban modeling (1)
- urban modelling (1)
- urban simulation (1)
- user interface (1)
- variographie (1)
- versions (1)
- viariographie (1)
- vienna (1)
- virtual environment (1)
- virtual experiment (1)
- virtuelle Baustelle (1)
- virtueller Versuch (1)
- wasserbeständig (1)
- water balance (1)
- water framework directive (1)
- water quality (1)
- water-glass (1)
- wave field dispersion (1)
- wave propagation (1)
- wavelet (1)
- weakest-link model (1)
- web-based learning (1)
- wood-frame construction (1)
- wood-framed shear walls (1)
- wooden columns (1)
- work accidents (1)
- workability (1)
- young concrete (1)
- zerstörende Prüfungen (1)
- zerstörungsfrei (1)
- zweiachsige Biegung (1)
- zyklisch (1)
- µ-3D Computertomografie (1)
- Änderung (1)
- Öffentliche Gebäude (1)
- Öffentlicher Sektor (1)
- Ökotechnologie ; Optimalitätsprinzip ; ökologisches Prinzip (1)
- Überfahrt (1)
- Überwachung (1)
- Überwachungstechnik (1)
- äquivalente Temperatur (1)
- ökologischer Ansatz (1)
In the rpocess of project construction organization under conditions of limited resources the problem of investor arises, which in onecriteria setting is as follows N invsted projects reindexed i=1,2,...,n are considered, initial parameters of the problem are:- duraion of iproject construction, - expected profit per unit of time from i project after putting it info operation ,-the time fixed , after the expiry of it a fine is paid for each overdued unit of time units in number. The investor resources are limited, i.e., at every moment of time investor can provid delivering of necessary resources only for one project .Any admissible problem decision of investor represents one of n! permutation of of numbers 1,2,..,n. X={x}-is the set of all admissible solutions (SAS) of this problem . In works of different authors the quality of decision is evaluated either by objective function (OF) of the type MINSUM where,by the objective function of the of the type MINMAX
Pseudorigidity method for solving the problem of limit equilibrium of rigid-plastic constructions
(1997)
1.Design calculations , based upon the theory elasticity , cannot completely satisfy engineers and designers , because cannot answer to basic question about overload capability . Only design calculations of limit equilibrium of rigid-plastic constructions can answer to this question completely enough. As a rule , such design calculations are made issue from hypothesis, that material of construction has rigid-plastic diagram Prandtl .This scheme of calculation gives qualitatively more correct results, then usual calculation, based upon law Hooke’s , and allows more really estimate ultimate strength of construction due to different loads. Universal algorithms for solving the problem of limit equilibrium have been created since the middle of the 60’s.These algorithms are based upon two basic theorems about limit analysis - static and kinetics. It was found , that with the help of above-mentioned theorems the problem of limit equilibrium can be formulated as a problem of linear programming (for linear yield) or nonlinear programming (for yield Guber-Mizes). The method of linear programming conformably to calculation of rod systems got the most development in the reports Prager W. [1] and Chiras A. [ 2 ]. The method of linear programming conformably to plates and shells was widely used by Rganizin A.[3]. [3[ contains more full bibliography about this problem. Calculation of limit equilibrium with the help of linear and nonlinear programming has a few significant lacks: - complexity and laboriousness preliminary preparation of problem for PC; - necessity to use special program means , which are not in usual program packet for strength analysis. Author worked out a new method about design calculation of limit equilibrium without above-mentioned lacks . The method is based upon analogy of relations between internal generalized efforts and generalized deformations in elastic system and between generalized efforts and velocities of change generalized deformations in rigid-plastic system. Because later rigid-plastic deformation would be treated as an elastic deformation in the system with special constructed rigidities , this method could be called >pseudorigidity method<.
Problem of discretic programming in conditions of manycriterial is considered. Set of work, being subject to fulfilment, is available. Are certain also: set of the executors; set, machines; set of resources (materials, semifinished items and etc.) and other set. As a functional complex name set, which will be formed, when on one representative of each of the specified sets is nominated to one working place. The allowable decision of a examined problem represents set of not crossed complexes provided that, for each working place one functional complex is certain in the accuracy. The elementary case of a formulated above problem is known under the name >a problem about purposes< [1], when the complex is defined as a pair >an executor - working place<. In case of three-element complexes we come to a problem about three-combinations. In a general case the complex consists from m of elements and the problem of formation of m-element complexes is formulated on the m-colour column.
Model of stressed-strained State of Multilayer Masses with regard for Non-Ideal Contact of Layers
(1997)
Thus, mathematical model stressed- strained of a condition of layered masses is constructed. The model has high accuracy. It allows to simulate slippery contact of layers without friction. Thus not the order of permitting system of the equations is increased, and at its realization the method of fenite elements does not increase quantity of required degrees freedom. The differential operators included in system the equations are similar known in the classical theory of shells. It facilitates construction of a finite element. Presence in system of the differential equations of derivative of external forces allows to use her for the decision of contact problems with a stain of contact commensurable with thickness of a masses.
Analytical models, describing oscillations of systems of interconnected solid and deformable bodies,making a complex movement in fields of inertia forces and gravitation forces, are resulted. Method of numerical investigation of dynamics of the specified systems, based on sharing of parameter prolongation method, Newton-Kantorovich algorithm, Flocke and Liapunov hteories, is developed. On the basis of constructed analytical models and numerical techniques a new, practically important problems of dynamics of systems, consisting of solid bodies, flexible rods, membranes and soft shells, which make a complex movement in fields of forces of inertia and gravity are solved. The received results are used during designing of responsible elements of structures, making a complex movement, which find application in construction and mechanical engineering.
The phenomenological and computational aspects of the various damage models applications for the low and multi cyclic fatigue processes are investigated. Damage is considered as internal state variable, describing macroscopic effects of the progressive material degradation, within the framework of continuum damage mechanics. Present analysis is restricted to the case of isotropic damage, which can be modeled by a scalar variable. The strain, force and power types of kinetic equations for the damage evolution description are considered. The original mixed strain-power type damage model is developed for taking into account the different physical fracture mechanism in monotone and cyclic loading. The constitutive equations of plastic flow theory coupled and uncoupled to damage has been considered. The rational algorithm of implementation into finite element code is considered for developed damage models. Set of the computational experiments has been carried out for the various structures (huge aerials, pipelines, fastening units, vessel of nuclear reactor) and cases of loading. The comparison of the predictions of the developed model with experimental data is performed for 1X18H10T steel tubular specimens for complex paths of loading and for complex profiles beams under cyclic loading. Damage field distribution is the basic information for the prediction of crack initiation in structures. The developed method of structural parameter for stress concentration zones is discussed for correcting of crack location. It allows to describe the crack initiation near surface domain as observe in numerous experiments.
In the design of a structure, the implementation of reliable soil-foundation-structure interaction into the analysis process plays a very important role. The paper presents a determination of parameters of a suitably chosen soil-foundation model and their influence on the structure response. Since the mechanical data for the structure can be determined with satisfactory accuracy, the properties of the soil-foundation model were identified using measured dynamic response of the real structure. A simple model describing soil-foundation structure was incorporated into the classical 3-D finite element analysis of the structure with commercial software. Results obtained from the measured data on the pier were afterwards compared with those obtained with the finite model of the pier-foundation-soil structure. On the basis of this comparison the coefficients describing the properties in the soil-foundation model were adjusted until the calculated dynamic response coincided with the measured ones. In this way, the difference between both results was reduced to 1%. Full-scale tests measuring eigenmotion of the bridge were performed through all erection stages of the new bridge in Maribor. In this way an effective and experimentally verified 3-D model for a complex dynamic analysis of the bridge under the earthquake loading was obtained. The significant advantage of the obtained model is that it was updated on the basis of the dynamic measurements thus improving the model on the basis of in-situ geomechanical measurements. The model is very accurate in describing the upper structure and economical in describing the soil mass thus representing an optimal solution regarding computational efforts.
The frame of this paper is the development of methods and procedures for the description of the motion of an arbitrary shaped foundation. Since the infinite half-space cannot be properly described by a model of finite dimensions without violating the radiation condition, the basic problems are infinite dimensions of the half-space as well as its non-homogeneous nature. Consequently, an approach has been investigated to solve this problem indirectly by developing Green's function in which the non-homogeneity and the infiniteness of the half-space has been included. When the Green's function is known, the next step will be the evaluation of contact stresses acting between the foundation and the surface of the half-space through an integral equation. The equation should be solved in the area of the foundation using Green's function as the kernel. The derivation of three-dimensional Green's function for the homogeneous half-space (Kobayashi and Sasaki 1991) has been made using the potential method. Partial differential equations occurring in the problem have been made ordinary ones through the Hankel integral transform. The general idea for obtaining the three-dimensional Green's function for the layered half-space is similar. But in that case some additional phenomena may occur. One of them is the possibility of the appearance of Stonely surface waves propagating along the contact surfaces of layers. Their contribution to the final result is in most cases important enough that they should not be neglected. The main advantage of results presented in comparing to other obtained with numerical methods is their accuracy especially in the case of thin layers because all essential steps of Green's function evaluation except of the contour integration along the branch cut have been made analytically. On the other hand the disadvantage of this method is that the mathematical effort for obtaining the Green's function is increasing drastically with the increase of the number of layers. Future work will therefore be directed in simplifying of the above described process
Thin elastic plates are the basic constructional elements and are very often subjected to dynamic effects especially in the machine-building structures. Their saving design of resonance conditions of operation is an extremely complicated task which cannot be solved analytically. In the present report an efficient and sufficiently general method for optimal design of thin plates is worked out on the basis of energy resonance method of Wilder, the method of the finite elements for dynamic research and the methods of parameter optimization. By means of these methods various limitations and requirements put by the designer to the plates can be taken into account. A programme module for numerical investigation of the weight variation of the plate depending on the taken variable of the designed thickness at different supporting conditions is developed. The reasons for the considerable quantity and quality difference between the obtained optimal designs are also analysed.
In the abstract proposed is the Instrumental System of mechanics problems analysis of the deformed solid body. It supplies the researcher with the possibility to describe the input data on the object under analyses and the problem scheme based upon the variational principles within one task. The particular feature of System is possibility to describe the information concerning the object of any geometrical shape and the computation sheme according to the program defined for purpose. The Methods allow to compute the tasks with indefinite functional and indefinite geometry of the object (or the set of objects). The System provides the possibility to compute the tasks with indefinite sheme based upon the Finite Element Method (FEM). The restrictions of the System usage are therefore determined by the restrictions of the FEM itself. It contrast to other known programms using FEM (ANSYS, LS-DYNA and etc) described system possesses more universality in defining input data and choosing computational scheme. Builtin is an original Subsytem of Numerical Result Analuses. It possesses the possibility to visualise all numerical results, build the epures of the unknown variables, etc. The Subsystem is approved while solving two- and three-dimensional problems of Elasticiti and Plasticity, under the conditions of Geometrical Unlinearity. Discused are Contact Problems of Statics and Dynamics.
In this paper the results of the investigations of the free oscillations of the pre-stressed flexible structure elements are presented . Two cases of the central preliminary stress are investigated : without intermediate fastening of the tie to the flexible element and with the intermediate fastening in the middle of the element length. The given physical model can be applied to the flexible sloping shells and arches, membranes, large space antenna fields (besides flexible elements). The peculiarity of these systems is the possibility of the non-adjacent equilibrium form existence at the definite relations of the physical parameters . The transition from one stable equilibrium form to another, non-adjacent form, may be treated as jump. In this case they are called systems with buckling or the systems with two potential «gaps». These systems commenced the new section of the mathematical physics - the theory of chaos and strange attractors. The analysis of the solutions confirms the received for the first time by the author and given in effect of the oscillation period doubling of the system during the transition from the «small» oscillations relatively center to the >large< relatively all three equilibrium conditions. The character of the frequency (period) dependence on the free oscillation amplitudes of the non-linear system also confirms the received earlier result of the duality of the system behaviour : >small< oscillations possess the qualities of soft system; >large< oscillations possess the qualities of rigid system. The >small< oscillation natural frequency changing, depending on the oscillation amplitudes, is in the internal . Here the frequency takes zero value at the amplitude values Aa and Ad (or Aa and Ae ); the frequency takes maximum value at the amplitude value near point b .The >large< oscillation natural frequency changes in the interval . Here is also observed . The influence of the tie intermediate fastening doesn't introduce qualitative changes in the behaviour of the investigated system. It only increases ( four times ) the critical value of the preliminary tension force
The effectiveness of working processes accomplished by various technological machines to a large extend depends on working quality of supply, transporting and orientating mechanisms which are very often produced as positional hydro-mechanical systems. The choice of their best type and regimes of work requires construction and analysis of models of their optimum steering which are complicated by nonlinearness, multy-criterialness of problem and also by occasional outbreaks of parameters and moments of steering regime changing. It was developed the common structure of such systems allowing within common scheme to vary the complexity degree of PHMS and the methods of inhibitory efforts supplement. For some systems which are complicated in series (from two-measured linear system to nine-measured non-linear) puzzles of the most fast zero-ambit getting are solved and two-criterial problems are analyzed. (T-min-speed, Z(T)- accuracy). There are suggested the computing procedures of optimum PHMS synthesis. The effectiveness of accepted methods of solving is asserted by the analogy of the results of gradually complicated models investigation and by their good analogy with the natural experiment. It was exposed the sense of heuristic methods of improving of approximately optimum steering, their elaboration on the base of theoretical models. The basic methods of optimum PGMS construction were also nominated.
The problem of the computation of stresses and settlements in the half-space under various types of loads is often presented in geotechnical engineering. In 1885 Boussinesq advanced theoretical expressions to determine stresses at a point within an ideal mass. His equation considers a point load on the surface of a semi-infinite, homogeneous, isotropic, weightless, elastic half-space. Newmark in 1942 performed the integration of Boussinesq's equations for the vertical stress under a corner of a rectangular area loaded with a uniform load. The problem of the determination of vertical stresses under a rectangular shaped footing has been satisfactorily solved with renewal integration of the Boussinesq's equation over the arbitrary rectangle on surface of the half-space, with a non-uniform load represented with piecewise linear interpolation functions. The problem of the determination of stresses in the case when the footing shape is an arbitrary quadrilateral however remains unsolved. The paper discusses an approach to the computation of vertical stresses and settlements in an arbitrary point of the half-space, loaded with a uniform load, which shape in the ground plan can be a general four noded form with straight edges. Since the form is transformed into a biunit square and all integrations are performed over this area, all solutions are valid also for an arbitrary triangle by the implementation of the degeneration rule.
The paper analyses the influence of the effect of inertia on the reliability of production systems. Systems inertia represents the phenomenon of continuing work for some time after the breakdown of one of the former phases. In our considerations, inertia is treated as the time elapsed from the onset of breakdown till the system's inability to work. A special method had to be devised to investigate the effect of inertia in order to evaluate the reliability of production systems and to attempt algorithmization to control the reliability of production system by means of inertia or reserving. The method of reliability analysis is presented only in an inform aspect. The possibilities of increasing reliability of production systems are listed. A comparison of the redundancy method and inertia method is presented. The results of this comparison and simulated investigations of influence of inertia on reliability of system are essential scope of the paper. Selected conclusions are as follows: when inertia approaches the last phase in the system, its influence on the shape of the distribution of the system's ability increases; an increase in inertia causes an increase in the availability of the system which approaches a certain border value; dependence of the average of a system's disability on inertia has a saddle-like character whereas dependence of the number of breakdowns (stoppages) in the system has the nature of an S-curve.
Parallele Netzgenerierung
(1997)
Bei der Berechnung von statischen oder dynamischen Problemen mit Hilfe der Methode der Finiten Elemente ist eine Diskretisierung des zu berechnenden Gebietes notwendig. Bei einer sinnvollen Modellierung des Gebietes ist die Elementgröße meist nicht konstant, sondern ist an kritischen Stellen kleiner. Die Vorgaben hierfür können einerseits aus Erfahrungen des Anwenders, andererseits aus einer Fehlerabschätzung einer vorangegangenen FE-Berechnung resultieren [5]. Soll die FE-Berechnung auf einem Parallelrechner geschehen, ist eine Partitionierung des Gebietes, d.h. eine Zuordnung der Elemente zu den Prozessoren, notwendig. Bei dem hier beschriebenen Ansatz werden nun im Gegensatz zu den üblichen Verfahren erst die Eingangsdaten für den Netzgenerator umgewandelt und dann das Elementnetz direkt auf dem Parallelrecher gleichzeitig auf allen Prozessoren erzeugt. Eine Aufteilung der Elemente auf die Prozessoren entsteht als Nebenprodukt der Netzaufteilung. Die entstehenden Teilgebietsgrenzen werden geometrisch minimiert. Die Lastbalance der Netzaufteilung sowie der FE-Rechnung wird durch ein annähernd gleiche Anzahl der Elemente je Partition gewährleistet. Als Eingabedaten wird eine Beschreibung des Gebietes durch Polygonzüge, sowie einer Netzdichtefunktion, z.B. durch Punkte mit Angaben über die angestrebte Elementgröße, benötigt.
Die d - Dirac - Funktion d(x-xi) und Heviside - Funktion wurden vor allem zur Beschreibung diskontinuierlicher Belastungsfunktionen von gebogenen Balken angewendet. Im Referat werden die mathematischen Operationen auf den erwähnten Funktionen dargestellt. Darüber hinaus wird die Möglichkeit eindeutiger Aufschreibung von belibigen Belestungsfunktionen vorgeschlagen, die fast alle Fälle der in der Ingenieurpraxis auftretenden Belastungen umfassen. Die vorgeschlagenen Lösungen geben die Möglichkeit leichter Aufschreibung im Form eines Algorithmus, das die Ausnutzung von Komputertechnik in statischen Berechnungen ermöglicht. Am Ende des Referates werden die Zahlebeispiele dargestellt, die die Möglichkeiten praktischer Anwendungen der besprochenen Funktionen darstellen.
Renovation's peculiarities of industrial enterprises in conditions of economic selfsufficiency
(1997)
Probleme of recrienfation of building complex, to the sharp increase of share of reconstruction works, capital repair and modernisation of in-dustrial plants are concidered in this work. The conception of develop-ment and creation of unitified system of expluatation and renovation of industrial plants are worded out. This system is based on date-computer technology and taking into conciderations of real economic relations.
Multimodel Numerical Analysis of the Elasto-Visco-Plastic Deformation of Materials and Constructions
(1997)
At the present time there is no a generally accepted theory of visco-plasticity which is applicable for a wide class of materials and arbitrary paths of loading. The multimodel approach, based on the creation of hierarchical sequence of the models, is the most rational. The developed library of elasto-visco-plastic models includes both simplest and sophistic models demanding numerous experimental data. A unified general form of constitutive equations for all used elasto-visco-plastic models are presented based upon the concept of tensorial internal state variables. It permits to use unified algorithm of boundary tasks solution for different variants of material models. The developed selection criteria system generates the necessary conditions and provides the choice of the simplest variant of theory sufficient for correct problem solution. Formulation of the selection criteria system is based on peculiarities of viscoplastic materials behavior for the wide range thermomechanical loading and numerous computational experiments with structures different complexity levels. A set of effective schemes of integration stress-strain relations and non-linear finite element system solution are discussed for the considered class of material models. Application possibility of different material models is studied both for material element and for complicated structures. Application of the multimodel approach in numerical computations has demonstrated possibility of reliable prediction of stress-strain response under wide variety of combined loading.
The purpose of this paper is to review model for finite element techniques for non-linear crack analysis of reinforced concrete beams and slabs. The non-linear behaviour of concrete and steel were described. Some calculations of >self-stress< for concrete and reinforced concrete beam was made. Current computational aspects are discussed. Several remarks for future studies are also given. The numerical model of the concrete and reinforced concrete was described. The paper shows the results of calculations on a reinforced concrete plane stress panel with cracks. The non-linear, numerical model of calculations of reinforced concrete was assumed. Using finite elements method some calculations were made. The results of calculations like displacements, stresses and cracking are shown on diagrams. They were compared with experimental results and other finding. Some conclusions about the described model and results of calculation are shown.
Authors' own research in applied unicriterial and multicriterial optimisation of bar structures, and also an analysis of accessible bibliography on structural synthesis allows to present herein an attempt to define a general algorithm for proceeding in formulation of a structural optimisation problem. A practical aspect of such an algorithm consists, in author's opinion, in enabling a designer a correct creation of a mathematical model of synthesis problems, independently of known mathematical methods employed to looking for an unconditional extremum of function of several variables. A proposed algorithm is not a ready-for-use tool for solving all the optimisation problems, but it constitutes an easy-to-expand theoretical basis. This basis should allow a designer to create a proper set of compromises on the way to construct a mathematical model of a specific optimisation problem. The algorithm, presented in the paper, is constructed as a sequence of the one-after-another problem questions, on which the designer answers: yes or no, and a set of selections from the knowledge base consisting of the elements of an optimisation problem components. The order of making questions adopted by the authors in the algorithm is subjective, however it is supported by their experience, both in applied optimisation and in designing of structures like trusses or frames.