TY - CHAP A1 - Szolomicki, Jerzy Pawel ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - STRUCTURAL BEHAVIOUR OF MASONRY VAULTS N2 - This paper deals with the modelling and the analysis of masonry vaults. Numerical FEM analyses are performed using LUSAS code. Two vault typologies are analysed (barrel and cross-ribbed vaults) parametrically varying geometrical proportions and constraints. The proposed model and the developed numerical procedure are implemented in a computer analysis. Numerical applications are developed to assess the model effectiveness and the efficiency of the numerical procedure. The main object of the present paper is the development of a computational procedure which allows to define 3D structural behaviour of masonry vaults. For each investigated example, the homogenized limit analysis approach has been employed to predict ultimate load and failure mechanisms. Finally, both a mesh dependence study and a sensitivity analysis are reported. Sensitivity analysis is conducted varying in a wide range mortar tensile strength and mortar friction angle with the aim of investigating the influence of the mechanical properties of joints on collapse load and failure mechanisms. The proposed computer model is validated by a comparison with experimental results available in the literature. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28966 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - THES A1 - Semar, Olivier T1 - Anwendung der Perkolationstheorie zur Analyse des suffosiven Partikeltransportes T1 - An application of the percolation theory to analyse suffusive particle transport N2 - Die vorliegende Arbeit beschäftigt sich mit der geometrischen Suffosionsbeständigkeit von Erdstoffen. Mit dem wahrscheinlichkeitstheoretischen Ansatz der Perkolationstheorie wurde ein analytisches Verfahren gewählt, mit dem suffosive Materialtransportprozesse modelliert und quantifiziert werden können. Mit dem verwendeten Perkolationsmodell wurde eine beliebige Porenstruktur eines realen Erdstoffes im 3-Dimensionalen modelliert. Mögliche Materialtransportprozesse innerhalb der modellierten Porenstruktur wurden anschließend simuliert. Allgemein gültige Gesetzmäßigkeiten wurden hergeleitet und Grenzbedingungen formuliert. Diese sind vom Erdstoff unabhängig und beschreiben Zusammenhänge zwischen Materialtransport und Porenstruktur. Anwendbar sind diese Ergebnisse auf homogene, isotrope und selbstähnliche Erdstoffgefüge. Aussagen über konkrete Erdstoffe können über die Transformationsmethode erfolgen. Für die Verwendung der Transformationsmethode ist vorab die relevante Porenstruktur, d. h. die Porenengstellenverteilung, zu ermitteln. N2 - This thesis presents a new approach to analyze the geometrical suffusion stability of soils. With the percolation theory an analytical method is used which takes a 3D pore structure into account. This theory is a branch of the probability theory dealing with properties of random media. Characteristic parameters of the pore structure in 3D can be denoted. Possible granular structural change of arbitrary soils can be simulated and quantified. Self similarity as well as isotropic and homogeneous conditions are therefore assumed. General mathematical interrelationships and limiting conditions of granular structural change were derived. These interrelationships and limiting conditions are irrespective of the soil. They describe the relationship between potential movement of fines and the related pore structure. This requires that in advance the relevant pore structure has to be calculated. Relevant for transport and clogging of fines is the constriction size distribution of the quasi static granular structure. T3 - Schriftenreihe Geotechnik - 23 KW - Perkolationstheorie KW - Suffosion KW - Modellierung KW - Computersimulation KW - percolation theory KW - suffusion KW - modelling KW - simulation Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20101124-15252 UR - http://vg01.met.vgwort.de/na/381cd1300fab4e448c1914ae18e63f1d ER - TY - THES A1 - Frank-Jungbecker, Andrea T1 - Verkehrsmengenrisiko bei PPP-Projekten im Straßensektor - Determinanten effizienter Risikoallokation T1 - Traffic revenue risk in PPP projects in the road sector - determinatns of efficient risk allocation N2 - Trotz weltweit umfangreichen Erfahrungen mit Public Private Partnership Projekten im Straßensektor bleibt der Umgang mit dem Verkehrsmengenrisiko für die Projektbeteiligten eine Herausforderung. Die Arbeit widmet sich daher der wesentlichen Fragestellung nach einer effizienten Allokation dieses Risikos, dem nicht weniger Bedeutung zukommt als für den gesamtwirtschaftlichen Erfolg eines Straßenkonzessionsprojektes eine entscheidende Rolle zu spielen. Untersucht werden zunächst die Charakteristika des Verkehrsmengenrisikos mit seinen umfänglichen Einflussfaktoren. Anschließend werden die in der Praxis zur Anwendung kommenden Vertragsmodelle zur Bewirtschaftung von Straßeninfrastruktur dargestellt und analysiert, wie in den einzelnen Modellen Verkehrsmengenrisiko auf die verschiedenen Vertragspartner verteilt wird. Auf Basis dieser Grundlagen wird ein kriteriengestützter Analyserahmen entwickelt, der die Effizienz unterschiedlicher Risikoallokationen zwischen den Vertragspartner bewertet. Dabei werden einerseits die effizienzbeeinflussenden Eigenschaften der potentiellen Risikoträger eines PPP-Projektes berücksichtigt als auch die die effizienzbeeinflussenden Wirkungen der unterschiedlichen Vertragsmodelle. Aus den Erkenntnissen dieser Analyse werden letztlich Handlungs- und Gestaltungsempfehlungen zum Umgang mit dem Verkehrsmengenrisiko abgeleitet. N2 - Despite extensive experience with public-private partnership projects in road sector on a global level dealing with the traffic revenue risk remains a challenge for the involved parties. The paper, therefore, deals with the essential question of an efficient allocation of this risk, which is of no less importance than playing a crucial role with respect the overall economic success of a BOT toll road concession project. In a first step, the thesis examines the characteristics of traffic revenue risk with its influencing factors. Afterwards the existing contract models for the management of road infrastructure are shown and it is analyzed, how the different models allocate traffic revenue risk to the various contractors. Based on these foundations a criteria-based analysis framework is developed that assesses the efficiency of different risk allocations among the parties. The efficiency influencing properties of the potential risk bearers of a PPP project are taken into account as well as the efficiency influencing effects of different contract models. Based on the findings of this analysis ultimately recommendations are elaborated to provide efficiency when allocating traffic revenue risk in BOT toll road projects to the potential risk bearing parties. T3 - Schriftenreihe der Professur Betriebswirtschaftslehre im Bauwesen - 12 KW - Public Private Partnership KW - Risikoverteilung KW - Risikomanagement KW - Verkehrsmengenrisiko KW - Risikoallokation KW - Nachfragerisiko KW - Straßensektor KW - Konzessionen KW - Traffic revenue risk KW - demand risk KW - toll road concessions KW - risk allocation KW - BOT projects Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20110616-15461 ER - TY - CHAP A1 - Gutierrez S, Andrei A1 - Ramirez, Marco P. A1 - Rodriguez, Octavio A1 - Sanchez N., V.D. ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - ON THE SOLUTIONS OF ELECTRICAL IMPEDANCE EQUATION: A PSEUDOANALYTIC APPROACH FOR SEPARABLE-VARIABLES CONDUCTIVITY FUNCTION N2 - Using a quaternionic reformulation of the electrical impedance equation, we consider a two-dimensional separable-variables conductivity function and, posing two different techniques, we obtain a special class of Vekua equation, whose general solution can be approach by virtue of Taylor series in formal powers, for which is possible to introduce an explicit Bers generating sequence. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28478 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Lavicka, Roman A1 - Delanghe, Richard A1 - Soucek, Vladimir ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - THE HOWE DUALITY FOR HODGE SYSTEMS N2 - In this note, we describe quite explicitly the Howe duality for Hodge systems and connect it with the well-known facts of harmonic analysis and Clifford analysis. In Section 2, we recall briefly the Fisher decomposition and the Howe duality for harmonic analysis. In Section 3, the well-known fact that Clifford analysis is a real refinement of harmonic analysis is illustrated by the Fisher decomposition and the Howe duality for the space of spinor-valued polynomials in the Euclidean space under the so-called L-action. On the other hand, for Clifford algebra valued polynomials, we can consider another action, called in Clifford analysis the H-action. In the last section, we recall the Fisher decomposition for the H-action obtained recently. As in Clifford analysis the prominent role plays the Dirac equation in this case the basic set of equations is formed by the Hodge system. Moreover, analysis of Hodge systems can be viewed even as a refinement of Clifford analysis. In this note, we describe the Howe duality for the H-action. In particular, in Proposition 1, we recognize the Howe dual partner of the orthogonal group O(m) in this case as the Lie superalgebra sl(2 1). Furthermore, Theorem 2 gives the corresponding multiplicity free decomposition with an explicit description of irreducible pieces. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28669 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - THES A1 - Bock, Sebastian T1 - Über funktionentheoretische Methoden in der räumlichen Elastizitätstheorie T1 - On the use of monogenic functions in the spatial theory of elasticity N2 - Die Behandlung von geometrischen Singularitäten bei der Lösung von Randwertaufgaben der Elastostatik stellt erhöhte Anforderungen an die mathematische Modellierung des Randwertproblems und erfordert für eine effiziente Auswertung speziell angepasste Berechnungsverfahren. Diese Arbeit beschäftigt sich mit der systematischen Verallgemeinerung der Methode der komplexen Spannungsfunktionen auf den Raum, wobei der Schwerpunkt in erster Linie auf der Begründung des mathematischen Verfahrens unter besonderer Berücksichtigung der praktischen Anwendbarkeit liegt. Den theoretischen Rahmen hierfür bildet die Theorie quaternionenwertiger Funktionen. Dementsprechend wird die Klasse der monogenen Funktionen als Grundlage verwendet, um im ersten Teil der Arbeit ein räumliches Analogon zum Darstellungssatz von Goursat zu beweisen und verallgemeinerte Kolosov-Muskhelishvili Formeln zu konstruieren. Im Hinblick auf die vielfältigen Anwendungsbereiche der Methode beschäftigt sich der zweite Teil der Arbeit mit der lokalen und globalen Approximation von monogenen Funktionen. Hierzu werden vollständige Orthogonalsysteme monogener Kugelfunktionen konstruiert, infolge dessen neuartige Darstellungen der kanonischen Reihenentwicklungen (Taylor, Fourier, Laurent) definiert werden. In Analogie zu den komplexen Potenz- und Laurentreihen auf der Grundlage der holomorphen z-Potenzen werden durch diese monogenen Orthogonalreihen alle wesentlichen Eigenschaften bezüglich der hyperkomplexen Ableitung und der monogenen Stammfunktion verallgemeinert. Anhand repräsentativer Beispiele werden die qualitativen und numerischen Eigenschaften der entwickelten funktionentheoretischen Verfahren abschließend evaluiert. In diesem Kontext werden ferner einige weiterführende Anwendungsbereiche im Rahmen der räumlichen Funktionentheorie betrachtet, welche die speziellen Struktureigenschaften der monogenen Potenz- und Laurentreihenentwicklungen benötigen. N2 - In structural mechanics, boundary value problems with geometrical singularities require advanced mathematical modeling techniques and especially adapted numerical methods in order to obtain a precise description of the singular near field. This doctoral thesis deals with a systematic approach to a spatial analog of the method of complex stress functions. Here, the main focus is on the generalization of the mathematical method in consideration of the practical applicability. The theoretical framework is therefore constituted by methods of hypercomplex function theory in particular the theory of quaternion-valued functions. Thus, the class of monogenic functions is methodically used in the first part of the thesis to prove a spatial counterpart of Goursat's representation theorem that enables the construction of generalized Kolosov-Muskhelishvili formulae in three dimensions. The second part of the thesis is concerned with the local and global approximation of monogenic functions. In this context, new monogenic representation formulae of the canonical series expansions (Taylor, Fourier, Laurent) are defined by using complete orthogonal systems of solid spherical monogenics. These monogenic orthogonal series generalize the important structural properties of the complex-one-dimensional power and Laurent series expansions concerning the hypercomplex derivative and the monogenic primitive. Finally, representative examples are studied to evaluate the function-theoretical methods constructed here by means of their qualitative and numerical characteristics. In this connection, some further fields of application in the framework of hypercomplex function theory are considered, which essentially need the specific structural properties of the monogenic power and Laurent series expansions. KW - Lineare Elastizitätstheorie KW - Funktionentheorie KW - Clifford-Analysis KW - Hyperkomplexe Funktion KW - Fourier-Reihe KW - Taylor-Reihe KW - Laurent-Reihe KW - Darstellungssatz von Goursat KW - verallgemeinerte Kolosov-Muskhelishvili Formeln KW - monogene Orthogonalreihenentwicklungen KW - Fourier KW - Taylor KW - Laurent KW - generalized theorem of Goursat KW - generalized Kolosov-Muskhelishvili formulae KW - monogenic orthogonal series expansions Fourier KW - Taylor KW - Laurent Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20100407-15030 UR - http://vg08.met.vgwort.de/na/cd7b10419c7f444490a4fdd5ef4184d1 ER - TY - CHAP A1 - Le, Hanh Quang A1 - Rüppel, Uwe ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - MULTI-SITE CONSTRUCTION PROJECT SCHEDULING CONSIDERING RESOURCE MOVING TIME IN DEVELOPING COUNTRIES N2 - Under the booming construction demands in developing countries, particularly in Vietnam situation, construction contractors often perform multiple concurrent projects in different places. In construction project scheduling processes, the existing scheduling methods often assume the resource moving time between activities/projects to be negligible. When multiple projects are deployed in different places and far from each other, this assumption has many shortcomings for properly modelling the real-world constraints. Especially, with respect to developing countries such as the Vietnam which contains transportation systems that are still in backward and low technical standards. This paper proposes a new algorithm named Multi-Site Construction Project Scheduling - MCOPS. The objective of this algorithm is to solve the problem of minimising multi-site construction project duration under limited available conditions of renewable resources (labour, machines and equipment) combining with the moving time of required resource among activities/projects. Additionally, in order to mitigate the impact of resource moving time into the multi-site project duration, this paper proposed a new priority rule: Minimum Resource Moving Time (MinRMT). The MinRMT is applied to rank the finished activities according to a priority order, to support the released resources to the scheduling activities. In order to investigate the impact of the resource moving time among activities during the scheduling process, computational experimentation was implemented. The results of the MCOPS-based computational experiments showed that, the resource moving time among projects has significantly impacted the multi-site project durations and this amount of time can not be ignored in the multi-site project scheduling process. Besides, the efficient application of the MinRMT is also demonstrated through the achieved results of the computational experiment in this paper. Though the efforts in this paper are based on the Vietnamese construction conditions, the proposed method can be usefully applied in other developing countries which have similar construction conditions. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28671 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - THES A1 - Nguyen, Quang Minh T1 - Ein Konzept für ökologischen Siedlungsbau in Hanoi und seiner Umgebung am Beispiel der Siedlung Phung Khoang N2 - Der Siedlungsbau in Hanoi kan heutzutage - über 20 Jahre nach dem Beginn der Renovierungspolitik udn der Markwirtschaft, die dem Städtebau eine große Gelegenheit zur Verbesserung gegeben haben - zurückblickend und eingeschätz werden. Die letzten 20 Jahre sind eine kurze Zeit in der tausendjährigen Geschichte der Stadt, trotzdem entwickelte sich die Stadt in diesem Zeitraum am schnellsten und auch am problematischten aus Sicht der Umwelt. Ohne eine passende Entwicklungsstategie oder eine geeignete Maßnahme bei der Stadtplanung vergrößert sich der Konflikt Ökonomie - Ökologie immer weiter. ... Die Findung eines neuen Wohnkonzeptes im Gleichgewicht zwischen Ökonomie und der Ökologie ist eine hochaktuelle Frage geworden. N2 - The climat change, the enlargement of the ozone hole, the destruction of forests, the desertification and the other negative effects, which are cused by human daily activities, become global issues. However, they are particularly serous in developing and newly industialized countries. Vietnam has to face such problems as well. Under this circumstance, human beings are both offenders and victims. Environment-friendly or not? Economy with or without ecology? As living dreatures in nature human beings must answer these questions themselves and react on these challenge in time. KW - Siedlung KW - Städtebau KW - Bauökologie KW - Siedlungsbau KW - Hanoi KW - Phung Khoang KW - ecological architecture KW - urban planning KW - urban building Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20100902-15183 ER - TY - THES A1 - Henning, Victor T1 - Hedonic Consumer Decision Making And Implications For The Marketing Of Media Goods N2 - This cumulative dissertation investigates aspects of consumer decision making in hedonic contexts and its implications for the marketing of media goods through a series of three empirical studies. All three studies take place within a common theoretical framework of decision making models, applying parts of the framework in novel ways to solve real-world marketing research problems (study 1 and 2), and examining theoretical relationships between variables within of the framework (study 3). One notable way in which the studies differ is their theoretical treatment of the hedonic component of decision making, i.e. the role and conceptualization of emotions. N2 - Die vorliegende kumulative Dissertation untersucht anhand von drei empirischen Studien Entscheidungsverhalten im Kontext des Hedonischen Konsums und dessen Implikationen für das Marketing von Mediengütern. Hedonischer Konsumer ist definiert als die Facette des Konsumentenverhaltens, die sich auf „multisensorische, fantastische und emotionale Aspekte der Produktnutzung“ bezieht. Alle drei Studien sind weitgehend in den theoretischen Bezugsrahmen des „Information Processing View“ eingebettet, der Konsumenten als begrenzt rationale Nutzenmaximierer beschreibt. Die Kapitel 1 und 2 dieser Dissertation wenden Teile der Information Processing View-Theorie in neuartiger Weise auf aktuelle Probleme der Marketing-Forschung und der Filmindustrie an, während Kapitel 3 den Information Processing View systematisch um emotionale Aspekte des Entscheidungsverhaltens ergänzt und die theoretischen Beziehungen der Modellvariablen untereinander erforscht. T2 - Hedonisches Konsum-Entscheidungsverhalten und Implikationen für das Marketing von Mediengütern KW - Gefühl KW - Entscheidungsverhalten KW - Verbraucherverhalten KW - Marketing KW - Emotion KW - Decision Making KW - Hedonic Consumption KW - Marketing KW - Media Goods Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20101214-15290 ER - TY - CHAP A1 - Ubysz, Andrzej A1 - Maj, Marek A1 - Stachon, T. A1 - Rogoza, Agnieszka ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - NUMERICAL ANALYSIS OF STRESS DISTRIBUTION IN THE REINFORCED CONCRETE SUPPORT BEAM BRACKET EXPOSED TO DAMAGE N2 - The article presents analysis of stress distribution in the reinforced concrete support beam bracket which is a component of prefabricated reinforced concrete building. The building structure is spatial frame where dilatations were applied. The proper stiffness of its structure is provided by frames with stiff joints, monolithic lift shifts and staircases. The prefabricated slab floors are supported by beam shelves which are shaped as inverted letter ‘T’. Beams are supported by the column brackets. In order to lower the storey height and fulfill the architectural demands at the same time, the designer lowered the height of beam at the support zone. The analyzed case refers to the bracket zone where the slant crack. on the support beam bracket was observed. It could appear as a result of overcrossing of allowable tension stresses in reinforced concrete, in the bracket zone. It should be noted that the construction solution applied, i.e. concurrent support of the “undercut” beam on the column bracket causes local concentration of stresses in the undercut zone where the strongest transverse forces and tangent stresses occur concurrently. Some additional rectangular stresses being a result of placing the slab floors on the lower part of beam shelves sum up with those described above. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28693 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - GEN A1 - Ballerstedt, Stefanie A1 - Beccu, Annelie A1 - Büttner, Theres A1 - Friedmann, Christin A1 - Korritke, Constanze A1 - Kuppler, Jana A1 - Winzer, Sandra A1 - Zigahn, Britta A1 - Cheng, Jin A1 - Cheynel, Mary A1 - Ciabrini, Charlotte A1 - Deligny, Céline A1 - Köneke, Sarah A1 - Martin, Anna A1 - Hernandez, Catherine Mirallas A1 - Neubauer, Tanja A1 - Riesch, Sarah A1 - Bartling, Inga A1 - Dreßig, Sandra A1 - Gröne, Sarah A1 - Kloth, Daniela A1 - Reuter, Mika A1 - Sandtner, Lisa A1 - Sänger, Tom A1 - Schauer, Christine A1 - Stegmann, Markus A1 - Wasserek, Moritz T1 - E-Book : Ergebnisse aus der digitalen Forschungswerkstatt T1 - E-Book : Research findings from the digital factory N2 - Digitale Lesezeichen, Volltextsuche und Multimedia-Inhalte – die Ende des 20. Jahrhunderts durch das Internet ausgelöste Medienrevolution ließ auch das Buch nicht unberührt. Die Verbreitung des World Wide Webs parallel zur rasanten Entwicklung der Computertechnologie ermöglichte die Digitalisierung des Buches und bildete das E-Book als neue Publikationsform heraus. Seit etwa zehn Jahren können Bücher nicht mehr nur gedruckt, sondern auch elektronisch zur Verfügung gestellt werden, was für die Buchbranche und den Leser einige Veränderungen bedeutet. Moderne Lesegeräte, auch E-Reader genannt, erlauben die Speicherung einer ganzen Bibliothek auf einem einzigen mobilen Endgerät. Dabei steht das einzelne E-Book dem gedruckten Buch in seiner Lesequalität in nichts nach und ermöglicht zudem das Einfügen elektronischer Notizen und Lesezeichen, die Volltextsuche nach bestimmten Wörtern und die Verbindung von Text mit Bild, Ton und Video. Dennoch kann das E-Book seit seinem Aufkommen in Deutschland noch keine Erfolgsgeschichte schreiben. Insbesondere hohe Preise für die Lesegeräte halten immer noch viele Leser vom Nutzen der E-Books ab. Zu sehr ist das gedruckte Buch für zahlreiche Menschen noch fester Bestandteil ihres alltäglichen Lebens, als das sie es bereits durch das E-Book austauschen würden. Eine Situation, die einige Fragen aufwirft: Wird sich das EBook als Medium durchsetzen und das gedruckte Buch langfristig ablösen? Kann das EBook neben Zeitung, Radio, Fernsehen und Buch überhaupt als ein neues Medium verstanden werden? Und welche Veränderungen würde die massenhafte Verbreitung elektronischer Bücher mit sich bringen? KW - Elektronisches Buch KW - Leseverhalten KW - Verlag KW - Bibliothek KW - Wertschöpfung KW - Marktstruktur KW - E-Book Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20110418-15455 ER - TY - CHAP A1 - Brackx, Fred A1 - De Schepper, Hennie A1 - Luna-Elizararras, Maria Elena A1 - Shapiro, Michael ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - INTEGRAL REPRESENTATIONS IN HERMITEAN CLIFFORD ANALYSIS N2 - Euclidean Clifford analysis is a higher dimensional function theory offering a refinement of classical harmonic analysis. The theory is centered around the concept of monogenic functions, i.e. null solutions of a first order vector valued rotation invariant differential operator called the Dirac operator, which factorizes the Laplacian. More recently, Hermitean Clifford analysis has emerged as a new and successful branch of Clifford analysis, offering yet a refinement of the Euclidean case; it focusses on the simultaneous null solutions, called Hermitean (or h-) monogenic functions, of two Hermitean Dirac operators which are invariant under the action of the unitary group. In Euclidean Clifford analysis, the Clifford-Cauchy integral formula has proven to be a corner stone of the function theory, as is the case for the traditional Cauchy formula for holomorphic functions in the complex plane. Previously, a Hermitean Clifford-Cauchy integral formula has been established by means of a matrix approach. This formula reduces to the traditional Martinelli-Bochner formula for holomorphic functions of several complex variables when taking functions with values in an appropriate part of complex spinor space. This means that the theory of Hermitean monogenic functions should encompass also other results of several variable complex analysis as special cases. At present we will elaborate further on the obtained results and refine them, considering fundamental solutions, Borel-Pompeiu representations and the Teoderescu inversion, each of them being developed at different levels, including the global level, handling vector variables, vector differential operators and the Clifford geometric product as well as the blade level were variables and differential operators act by means of the dot and wedge products. A rich world of results reveals itself, indeed including well-known formulae from the theory of several complex variables. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28326 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Richter, Matthias A1 - Ilzig, Katrin A1 - Rudnicki, Andrzej ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - MODELS FOR THE BUS HEADWAY DISTRIBUTION IN THE FLOW BEHIND A TRAFFIC SIGNAL N2 - Several results concerning the distribution of the headway of busses in the flow behind a traffic signal are presented. In the main focus of interest is the description of analytical models, which are verified by the results of Monte-Carlo-Methods. The advantage of analytical models (verified, but not derived by simulation methods) is their flexibility with respect to possible generalizations. For instance, several random distributions of the flow incoming to the traffic signal can be compared. The attention will be directed at the question, how the primary headway H (analyzed in front of the traffic signal) is mapped to the headway H’ analyzed behind of the traffic signal and how the random distribution of H is mapped to that of H’. For the traffic flow in front of the traffic signal several models will be discussed. The first case considers the situation, that busses operate on a common lane with the individual motor car traffic and the traffic flow is saturated. In the second situation, busses operate on a separated bus lane. Moreover, a mixed situation is discussed to model as close to reality as possible. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28521 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Wudtke, Idna A1 - Werner, Frank ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - MODELLING OF MATERIAL PHENOMENA OF STEEL IN CONSTITUTIVE RELATIONS IN CONTEXT OF WELDING N2 - The application of partly decoupled approach by means of continuum mechanics facilitates the calculation of structural responses due to welding. The numerical results demonstrate the ability of a qualitative prediction of welded connections. As it is intended to integrate the local effects of a joint in structural analysis of steel constructions, it is necessary to meet higher approaches towards quality. The wide array of material parameters are presented, which are affecting the thermal, metallurgical and mechanical behavior, and which have to be identified. For that purpose further investigations are necessary to analyze the sensitivity of the models towards different material properties. The experimental determination of every material parameter is not possible due to the extraordinary laborious efforts needed. Besides that, experimentally identified parameters can be applied only for the tested steel quality for measured temperature-time regimes. For that reason alternative approaches for identification of material parameters, such as optimization strategies, have to be applied. After a definition of material parameters a quantitative prediction of welded connections will also be possible. Numerical results show the effect of phase transformation, activated by welding process, on residual stress state. As these phenomena occur in local areas in the range of crystal and grain sizes, the description of microscopic phenomena and their propagation on a macroscopic level due to approaches of homogenization might be expedient. Nevertheless, one should bear in mind, the increasing number of material parameters as well as the complexity of their experimental determination. Thus the microscopic approach should always be investigated under the scope of ability and efficiency of a required prediction. Under certain circumstances a step backwards, adopting a phenomenological approach, also can be beneficial. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-29032 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Vu, Anh Tuan A1 - Werner, Frank ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - OPTIMIZATION OF STEEL STRUCTURES BASED ON DIFFERENTIAL EVOLUTION ALGORITHM N2 - Steel structural design is an integral part of the building construction process. So far, various methods of design have been applied in practice to satisfy the design requirements. This paper attempts to acquire the Differential Evolution Algorithms in automatization of specific synthesis and rationalization of design process. The capacity of the Differential Evolution Algorithms to deal with continuous and/or discrete optimization of steel structures is also demonstrated. The goal of this study is to propose an optimal design of steel frame structures using built-up I-sections and/or a combination of standard hot-rolled profiles. All optimized steel frame structures in this paper generated optimization solutions better than the original solution designed by the manufacturer. Taking the criteria regarding the quality and efficiency of the practical design into consideration, the produced optimal design with the Differential Evolution Algorithms can completely replace conventional design because of its excellent performance. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-29007 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Siekierski, Wojciech ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - CRITICAL STRESS ASSESSMENT IN ANGLE TO GUSSET PLATE BOLTED CONNECTION BY SIMPLIFIED FEM MODELLING N2 - Simplified modelling of friction grip bolted connections of steel member – to – gusset plate is often applied in engineering practise. The paper deals with the simplification of pre-tensioned bolt model and simplification of load transfer within connection. Influence on normal strain (and thus stress) distribution at critical cross-section is investigated. Laboratory testing of single-angle or double-angle members – to – gusset plates bolted connections were taken as basis for numerical analysis. FE models were created using 1D and 2D elements. Angles and gusset plates were modelled with shell elements. Two methods of modelling of friction grip bolting were considered: bolt-regarding approach with 1D element systems modelling bolts and two variants of bolt-disregarding approach with special constraints over some part of member and gusset plate surfaces in contact: a) constraints over whole area of contact, b) constraints over the area around each bolt shank (“partially tied”). Modelling of friction grip bolted connections using simplified bolt modelling may be effective, especially in the case of analysis concerning elastic range only. In such a case disregarding bolts and replacing them with “partially tied” modelling seems to be more attractive. It is less time-consuming and provides results of similar accuracy in comparison to analysis utilizing simplified bolt modelling. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28897 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Hamm, Matthias A1 - Beißert, Ulrike A1 - König, Markus ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - SIMULATION-BASED OPTIMIZATION OF CONSTRUCTION SCHEDULES BY USING PARETO SIMULATED ANNEALING N2 - Within the scheduling of construction projects, different, partly conflicting objectives have to be considered. The specification of an efficient construction schedule is a challenging task, which leads to a NP-hard multi-criteria optimization problem. In the past decades, so-called metaheuristics have been developed for scheduling problems to find near-optimal solutions in reasonable time. This paper presents a Simulated Annealing concept to determine near-optimal construction schedules. Simulated Annealing is a well-known metaheuristic optimization approach for solving complex combinatorial problems. To enable dealing with several optimization objectives the Pareto optimization concept is applied. Thus, the optimization result is a set of Pareto-optimal schedules, which can be analyzed for selecting exactly one practicable and reasonable schedule. A flexible constraint-based simulation approach is used to generate possible neighboring solutions very quickly during the optimization process. The essential aspects of the developed Pareto Simulated Annealing concept are presented in detail. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28499 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Nikulla, Susanne ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - INFLUENCE OF THE ABSTRACTION LEVEL IN KINEMATICAL MODELS OF FINITE ELEMENT FORMULATIONS N2 - Nonlinear analyses are characterised by approximations of the fundamental equations in different quality. Starting with a general description of nonlinear finite element formulation the fundamental equations are derived for plane truss elements. Special emphasis is placed on the determination of internal and external system energy as well as influence of different quality approaches for the displacement-strain relationship on solution quality. To simplify the solution procedure the nonlinear function describing the kinematics is expanded into a Taylor series and truncated after the n-th series term. The different kinematics influence speed of convergence as well as exactness of solution. On a simple truss structure this influence is shown. To assess the quality of different formulations concerning the nonlinear kinematic equation three approaches are discussed. First the overall internal and external energy is compared for different kinematical models. In a second step the energy content related to single terms describing displacement-strain relationship is investigated and used for quality control following two different paths. Based on single ε-terms an adaptive scheme is used to change the kinematical model depending on increasing nonlinearity of the structure. The solution quality has turned out satisfactory compared to the exact result. More detailed investigations are necessary to find criteria for the threshold values for the iterative process as well as for decision on number and step size of incremental load steps. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28780 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Castillo-Pérez, Raúl ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - AN APPLICATION OF FORMAL POWER SERIES FOR THE DEVELOPMENT OF OPTICAL FILTERS N2 - The application of a recent method using formal power series is proposed. It is based on a new representation for solutions of Sturm-Liouville equations. This method is used to calculate the transmittance and reflectance coefficients of finite inhomogeneous layers with high accuracy and efficiency. Tailoring the refraction index profile defining the inhomogeneous media it is possible to develop very important applications such as optical filters. A number of profiles were evaluated and then some of them selected in order to perform an improvement of their characteristics via the modification of their profiles. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28354 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER - TY - CHAP A1 - Chudoba, Rostislav A1 - Scholzen, A. A1 - Hegger, Josef ED - Gürlebeck, Klaus ED - Könke, Carsten T1 - MICROPLANE MODEL WITH INITIAL AND DAMAGE-INDUCED ANISOTROPY APPLIED TO TEXTILE-REINFORCED CONCRETE N2 - The presented material model reproduces the anisotropic characteristics of textile reinforced concrete in a smeared manner. This includes both the initial anisotropy introduced by the textile reinforcement, as well as the anisotropic damage evolution reflecting fine patterns of crack bridges. The model is based on the microplane approach. The direction-dependent representation of the material structure into oriented microplanes provides a flexible way to introduce the initial anisotropy. The microplanes oriented in a yarn direction are associated with modified damage laws that reflect the tension-stiffening effect due to the multiple cracking of the matrix along the yarn. KW - Angewandte Informatik KW - Angewandte Mathematik KW - Architektur KW - Computerunterstütztes Verfahren KW - Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing Y1 - 2010 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20170314-28367 UR - http://euklid.bauing.uni-weimar.de/ikm2009/paper.html SN - 1611-4086 ER -