@inproceedings{Hoelzer2003,
  author    = {H{\"o}lzer, Wolfgang},
  title     = {Advanced Planning and Scheduling Systems: Optimierungsmethoden in der interaktiven Entscheidungsunterst{\"u}tzung auf Basis von ERP und Feinplanung},
  doi       = {10.25643/bauhaus-universitaet.308},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-3080},
  year      = {2003},
  abstract  = {Seit die Datenverarbeitung in ihrer Komplexit{\"a}t sich der Thematik des Computer Integrated Manufacturing widmet geh{\"o}rt die Produktionsplanung und Steuerung zu jenen Bereichen, in denen eine Computerunterst{\"u}tzung am vordringlichsten erschien. Sp{\"a}ter sind betriebswirtschaftliche Gesamtl{\"o}sungen entstanden, die (bis heute recht unpr{\"a}zise) als Enterprise Resource Planning (ERP)-Systeme bezeichnet werden und in ihren Logistik-Modulen auch Funktionen der Produktionsplanung abdecken. Alle bekannten MRP-, PPS- und auch ERP-Systeme beruhen auf einer Sukzessivplanung. Advanced Planning and Scheduling (APS) Systems finden seit etwa 1995 zunehmend Interesse. Neben Demand Planning, Production Planning and Scheduling, Distribution Planning, Transportation Planning und Supply Chain Planning werden L{\"o}sungen f{\"u}r Anzahl und Standorte von Produktionsst{\"a}tten und Auslieferungslagern, Zuordnung zu Produktionsst{\"a}tten, Kapazit{\"a}tsbestimmung f{\"u}r Arbeitskr{\"a}fte und Betriebsmittel je Standort, Lagerhaltung je Teil und Lager, Bestimmung ben{\"o}tigter Transportmittel und H{\"a}ufigkeit ihres Einsatzes, Zuordnung von Lagern zu Produktionsst{\"a}tten von M{\"a}rkten zu Lagern u.a.m. von APS-Systemen erwartet. D.h. APS-Systeme erg{\"a}nzen ERP-L{\"o}sungen, nutzen die bereits durch das ERP-System vorhandenen Daten und ben{\"o}tigen neuartige Algorithmen und (Meta-) Heuristiken. Im Rahmen des Vortrages werden Modelle und Echtzeitalgorithmen zur Optimierung der Logistik f{\"u}r Prozesse mit kurzfristigen Anforderungen, geographisch verteilter Produktion, Lagerhaltung der Ausgangs-, Zwischen- und Endprodukte und wechselnden Transport-Bedingungen aus der Sicht der praktischen Umsetzung und Anwendung in Form einer ASP-L{\"o}sung aufgezeigt und diskutiert.},
  subject      = {Produktionsplanung},
  language  = {de}
}
@inproceedings{SariyildizSchwenck1997,
  author    = {Sariyildiz, Sevil and Schwenck, M.},
  title     = {An Integrated Software Environment for the Architectural Design Process},
  doi       = {10.25643/bauhaus-universitaet.444},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-4447},
  year      = {1997},
  abstract  = {The general motivation of this research is to develop software to support the handling of the increased complexity of architectural design. In this paper we describe a system providing general support during the whole process. Instead of only developing design tools we are also addressing the problem of the operating environment of these tools. We conclude that design tools have to be integrated in an open, modular, distributed, user friendly and efficient environment. Two major fields have to be addressed - the development of design tools and the realisation of an integrated system as their operation environment. We will briefly focus on the latter by discussing known technologies in the field of information technology and other design disciplines that can be used to realise such an environment. Regarding the first subject we have to state the need of a detailed tool specification. As a solution we suggest a strategy where the tool functions are specified on the basis of a transformation, where a hierarchical process model is mapped into specifications of different design tools realising appropriate support for all sub-processes of architectural design. Using this strategy the main steps to develop such a support system are: implementation of a framework as basis for the integrated design system decision whether the tool specification are already implemented in available tools in this case these tools can be integrated using known methods for tool coupling otherwise new design tools have to be developed according to the framework},
  subject      = {Architektur},
  language  = {en}
}
@inproceedings{HassanShelbournCarter2004,
  author    = {Hassan, Tarek and Shelbourn, Mark and Carter, Chris},
  title     = {Collaboration in Construction: Legal and Contractual Issues in ICT Applications},
  doi       = {10.25643/bauhaus-universitaet.2007},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2005},
  year      = {2004},
  abstract  = {The construction industry is a project-based business bringing together many different organisations to complete a desired goal. The strategic use of Information and Communication Technologies (ICT) has enabled this goal to be completed more effectively. Two issues require addressing, the technology itself and the implementation factors of the technology. Such implementation factors should consider, among other factors, the legal and contractual issues associated with the use of ICT, training requirements and its effects on the organisational culture. To date the legal and contractual issues have not been extensively covered, and it is recognised that the technologies have not been properly covered by any recognised legal and contractual practices. This in turn is threatening to inhibit the growth and prosperity of the use of the technology on construction projects. This paper discusses these legal and contractual issues and describes methods and tools that can be used to enable the growth of technology to be used in a legal and contractually valid environment.},
  subject      = {Forschung},
  language  = {en}
}
@article{ElRayesHyari2004,
  author    = {El-Rayes, Khaled and Hyari, Khalied},
  title     = {A Multi-objective Model for Optimizing Construction Planning of Repetitive Infrastructure Projects},
  doi       = {10.25643/bauhaus-universitaet.213},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2135},
  year      = {2004},
  abstract  = {This paper presents the development of a model for optimizing resource utilization in repetitive infrastructure projects. The model provides the capability of simultaneous minimization of both project duration and work interruptions for construction crews. The model provides in a single run, a set of nondominated solutions that represent the tradeoff between these two objectives. The model incorporates a multiobjective genetic algorithm and scheduling algorithm. The model initially generates a randomly selected set of solutions that evolves to a near optimal set of tradeoff solutions in subsequent generations. Each solution represents a unique scheduling solution that is associated with certain project duration and a number of interruption days for utilized construction crews. As such, the model provides project planners with alternative schedules along with their expected duration and resource utilization efficiency.},
  subject      = {Mehragentensystem},
  language  = {en}
}
@inproceedings{FloodIssaAbuShdid2004,
  author    = {Flood, Ian and Issa, Raja and Abu-Shdid, Caesar},
  title     = {Developments in Hyper Real-Time Simulation of Transient Heat-Flow in Buildings},
  doi       = {10.25643/bauhaus-universitaet.196},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-1961},
  year      = {2004},
  abstract  = {This paper reports on the latest results in the development of a new approach for simulating the thermal behavior of buildings that overcomes the limitations of conventional heat-transfer simulation methods such as FDM and FEM. The proposed technique uses a coarse-grain approach to model development whereby each element represents a complete building component such as a wall, internal space, or floor. The thermal behavior of each coarse-grain element is captured using empirical modeling techniques such as artificial neural networks (ANNs). The main advantages of the approach compared to conventional simulation methods are: (a) simplified model construction for the end-user; (b) simplified model reconfiguration; (c) significantly faster simulation runs (orders of magnitude faster for two and three-dimensional models); and (d) potentially more accurate results. The paper demonstrates the viability of the approach through a number of experiments with a model of a composite wall. The approach is shown to be able to sustain highly accurate longterm simulation runs, if the coarse-grain modeling elements are implemented as ANNs. In contrast, an implementation of the coarse-grain elements using a linear model is shown to function inaccurately and erratically. The paper concludes with an identification of on-going work and future areas for development of the technique.},
  subject      = {Hochschulbildung},
  language  = {en}
}
@article{Rueppel1997,
  author    = {R{\"u}ppel, Uwe},
  title     = {Multimediale Gestaltung von Bestandsverwaltungsprozessen im Bauwesen},
  doi       = {10.25643/bauhaus-universitaet.483},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-4839},
  year      = {1997},
  abstract  = {Die Kosten f{\"u}r die Unterhaltung von Bauwerken {\"u}ber den Lebenszyklus sind im Vergleich zu den Planungs- und Herstellungskosten erheblich gr{\"o}ßer. Insbesondere setzt eine Reduzierung des Instandhaltungsaufwandes als Teilprozeß der Bestandsverwaltung das rechtzeitige Erkennen von Bausch{\"a}den und das vorausschauende Ergreifen von Gegenmaßnahmen voraus. Das planm{\"a}ßige Vorgehen beim Erkennen von Bausch{\"a}den, d.h. die regelm{\"a}ßige {\"U}berwachung baulicher Anlagen, dient nicht nur dem sparsamen Umgang mit vorhandenen Mitteln, sondern verringert auch die Gefahr des pl{\"o}tzlichen Versagens von tragenden Bauteilen. Dadurch werden Gefahren f{\"u}r die Nutzer der Bauwerke fr{\"u}hzeitig abgewendet. Die Notwendigkeit der systematischen Instandhaltung mit modernen Methoden wird auch in den Schlußfolgerungen des dritten Bauschadensberichts des Bundesministeriums f{\"u}r Raumordnung, Bauwesen und St{\"a}dtebau unterstrichen. Um den Zustand eines Bauteils festzustellen, werden ausreichende Informationen {\"u}ber Struktur, Material, Alter, Belastungen, Umweltbedingungen etc. ben{\"o}tigt. Zur Verarbeitung dieser F{\"u}lle von Informationen unterschiedlichen Typs (z.B. technische Dokumente, CAD-Zeichnungen, Photos etc.) bei der {\"U}berwachung und Dokumentation baulicher Anlagen ist eine geeignete DV-Unterst{\"u}tzung notwendig. Zur Verwaltung der komplexen Baustrukturinformationen werden objektorientierte Bauwerksmodelle ben{\"o}tigt. Zur bedarfsgerechten Aufbereitung der unterschiedlichen Informationsarten und -qualit{\"a}ten ist zus{\"a}tzlich eine multimediale Informationsverarbeitung sowohl intern als auch in der Benutzungsschnittstelle erforderlich. Im Beitrag werden die Grundlagen objektorientierter Methoden zur Bauwerksmodellierung sowie von Multimedia mit den Bereichen Text, Graphik (Vektor- und Pixelgraphik), Audio, Photo und Video einschließlich deren Verkn{\"u}pfungsm{\"o}glichkeiten im Sinne von Hypermedia an Beispielen erl{\"a}utert. Zus{\"a}tzlich werden aktuelle Entwicklungstendenzen im Bereich der Telekommunikation mit den M{\"o}glichkeiten des Computernetzes INTERNET zur Bestandsverwaltung in verteilten Systemen aufgezeigt. Abschließend werden Anwendungen der objektorientierten und multimedialen Informationsverarbeitung in der t{\"a}glichen Ingenieurpraxis am Beispiel des DV-Systems BestandManager zur {\"U}berwachung und Dokumentation baulicher Anlagen vorgestellt.},
  subject      = {Bauwerk},
  language  = {de}
}
@article{KaklauskasCervenkaCervenka2004,
  author    = {Kaklauskas, Gintaris and Cervenka, Vladimir and Cervenka, Jan},
  title     = {Deflection Calculation of RC Beams: Finite Element Software versus Design Code Methods},
  doi       = {10.25643/bauhaus-universitaet.249},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2498},
  year      = {2004},
  abstract  = {The paper investigates accuracy of deflection predictions made by the finite element package ATENA and design code methods ACI and EC2. Deflections have been calculated for a large number of experimental reinforced concrete beams reported by three investigators. Statistical parameters have been established for each of the technique at different load levels, separately for the beams with small and moderate reinforcement ratio.},
  subject      = {Finite-Elemente-Methode},
  language  = {en}
}
@article{MinchTrochanowski1997,
  author    = {Minch, M. J. and Trochanowski, A.},
  title     = {The numerical Modelling and Analysis of RC cracked Structures},
  doi       = {10.25643/bauhaus-universitaet.527},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-5278},
  year      = {1997},
  abstract  = {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.},
  subject      = {Tragwerk},
  language  = {en}
}
@inproceedings{BiltchoukPahl2004,
  author    = {Biltchouk, Irina and Pahl, Peter Jan},
  title     = {Interaction of Data Bases and Graphical Interfaces in Civil Engineering},
  doi       = {10.25643/bauhaus-universitaet.163},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-1636},
  year      = {2004},
  abstract  = {Applications for civil engineering tasks usually contain graphical user interfaces for the engineering processes. Persistent objects of the applications are stored to data bases. The influence of the interaction between a graphical user interface and a data base for the development of an civil engineering application is investigated in this paper. A graphic application for the linear elastic analysis of plane frames, which was previously developed with standard tools of the Java platform, is compared to a redesigned implementation using a generalized data base for persistent objects. The investigation leads to the following results : - A strict distinction between persistent and transient objects influences the class structure of an application, in particular the class structure of a graphical user interface. - The structure of an application depends on the logic for updating of references to persistent and transient graphical objects after an application is read from a file. - The complexity of the reference management can usually be handled better by just in time referencing associated with String - identifiers rather than by automated referencing associated with Name - identifiers.},
  subject      = {Baubetrieb},
  language  = {en}
}
@inproceedings{TonnWolkowiczThurow2004,
  author    = {Tonn, Christian and Wolkowicz, Christian and Thurow, Torsten},
  title     = {Plausibility in Architectural Design - DOMEdesign - Software Support for the formal shaping and architect-oriented design of shell structures},
  doi       = {10.25643/bauhaus-universitaet.181},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-1812},
  year      = {2004},
  abstract  = {Complex gridshell structures used in architecturally ambitious constructions remain as appealing as ever in the public realm. This paper describes the theory and approach behind the software realisation of a tool which helps in finding the affine self-weight geometry of gridshell structures. The software tool DOMEdesign supports the formal design process of lattice and grid shell structures based upon the laws of physics. The computer-aided simulation of suspension models is used to derive structurally favourable forms for domes and arches subject to compression load, based upon the input of simple architectonic parameters. Irregular plans, three-dimensional topography, a choice different kinds of shell lattice structures and the desired height of the dome are examples of design parameters which can be used to modify the architectural design. The provision of data export formats for structural dimensioning and visualisation software enables engineers and planners to use the data in future planning and to communicate the design to the client.},
  subject      = {Architektur},
  language  = {en}
}