BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings
碩士 === 國立臺灣大學 === 土木工程學研究所 === 103 === The ATC-58 project in the United States is developing new procedures for seismic performance assessment of buildings. The performance will be expressed in terms of repair costs, repair time and casualties rather than deformations and accelerations of building c...
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ndltd-TW-103NTU050150352016-11-19T04:09:44Z http://ndltd.ncl.edu.tw/handle/05818636639174048321 BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings 以BIM自動化ATC-58房屋結構耐震性能評估之研究 Jheng-Sian Jhuo 卓政賢 碩士 國立臺灣大學 土木工程學研究所 103 The ATC-58 project in the United States is developing new procedures for seismic performance assessment of buildings. The performance will be expressed in terms of repair costs, repair time and casualties rather than deformations and accelerations of building components. This procedure use component fragility which identifies the damage states of a component suffered from a specific earthquake to calculate the performance of buildings. Two of the features of BIM (Building Information Modeling) are visualization and information management. A BIM model is a 3D model and consists of interdisciplinary model elements, which include a great number of information. This research presents a BIM-based procedure for seismic performance assessment of buildings and develops a program called BIMSPA (Building Information Modeling Seismic Performance Assessment) to assist the assessment procedure. The program is implemented with Revit API. BIMSPA can automatically define component fragility using the much information of BIM model elements and visualize the assessment results in BIM model. Shang-Hsien Hsieh 謝尚賢 2015 學位論文 ; thesis 78 zh-TW |
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碩士 === 國立臺灣大學 === 土木工程學研究所 === 103 === The ATC-58 project in the United States is developing new procedures for seismic performance assessment of buildings. The performance will be expressed in terms of repair costs, repair time and casualties rather than deformations and accelerations of building components. This procedure use component fragility which identifies the damage states of a component suffered from a specific earthquake to calculate the performance of buildings.
Two of the features of BIM (Building Information Modeling) are visualization and information management. A BIM model is a 3D model and consists of interdisciplinary model elements, which include a great number of information.
This research presents a BIM-based procedure for seismic performance assessment of buildings and develops a program called BIMSPA (Building Information Modeling Seismic Performance Assessment) to assist the assessment procedure. The program is implemented with Revit API. BIMSPA can automatically define component fragility using the much information of BIM model elements and visualize the assessment results in BIM model.
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Shang-Hsien Hsieh |
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Shang-Hsien Hsieh Jheng-Sian Jhuo 卓政賢 |
author |
Jheng-Sian Jhuo 卓政賢 |
spellingShingle |
Jheng-Sian Jhuo 卓政賢 BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings |
author_sort |
Jheng-Sian Jhuo |
title |
BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings |
title_short |
BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings |
title_full |
BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings |
title_fullStr |
BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings |
title_full_unstemmed |
BIM-enabled Automation of ATC-58 Seismic Performance Assessment of Buildings |
title_sort |
bim-enabled automation of atc-58 seismic performance assessment of buildings |
publishDate |
2015 |
url |
http://ndltd.ncl.edu.tw/handle/05818636639174048321 |
work_keys_str_mv |
AT jhengsianjhuo bimenabledautomationofatc58seismicperformanceassessmentofbuildings AT zhuōzhèngxián bimenabledautomationofatc58seismicperformanceassessmentofbuildings AT jhengsianjhuo yǐbimzìdònghuàatc58fángwūjiégòunàizhènxìngnéngpínggūzhīyánjiū AT zhuōzhèngxián yǐbimzìdònghuàatc58fángwūjiégòunàizhènxìngnéngpínggūzhīyánjiū |
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1718394019991519232 |