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R Hammond, N O Nawari, B Walters

BIM in Sustainable Design: Strategies for Retrofitting/Renovation

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Series: w78:2014 (browse)
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Raimar J. Scherer and Peter Katranuschkov

BIMification: How to Create BIM for Retrofitting

Abstract: We propose a new approach towards the creation of a building inforÂmation model of an existing building for the purpose of retrofitting, based on the standard IFC specification (ISO 16739). It implies a process, which we define as BIMification. This process undergoes two major phases: (1) Anamnesis, dedicated to the survey and collection of facts about the building, and (2) Diagnosis, dedi-cated to the analysis and interpretation of the collected facts to obtain the necessary understanding of the building and its performance and prepare for the retrofitting design. The paper outlines the broader research goal that triggered the development of the suggested approach, presents its concept and supporting ICT platform, and draws conclusions with regard to the envisaged impact. The research work builds upon findings from the EU FP7 projects ISES and eeEmbedded while going distinctly beyond their objectives and scope.

Keywords: BIM, Existing Building Stock, Energy Efficient Performance, Retrofitting

DOI: https://doi.org/10.24928/JC3-2017/0332

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Series: jc3:2017 (browse)
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Richard Cantin and Gérard Guarracino

Typological Audit For Energy Retrofitting Of Educational Buildings

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Series: w78:2006 (browse)
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Shigenori Tanaka, Ichizou Mikami

A kbes combining cbr and rbr to select repalr and retftoflt methods for fatigue damage on steel bridges

Abstract: We have studied the knowledgebased expert system (KBES) to select repairing and retrofitting methods for fatigue damage of steel bridges. The case-based reasoning (CBR) system can solve the problem of howledge acquisition and perform efficient inference based on similar cases, w h e m the rulebased reasoning (RBR) system has the difficulty in acquiring knowledge bases. In the present paper, we constructed a KBES, in whicb CBR and RBR were combined, to select repairing and retrofitting methods for steel bridges‘ fatigue damage. The inference results obtained from this system are discussed to prove its usefulness, and subjects for the future are identified.

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Series: ecce:1997 (browse)
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