On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation
碩士 === 國立中興大學 === 土木工程學系 === 93 === Building structures are typically designed using the assumption that the floor system serve as rigid diaphragm. The study discussed the dynamic response of R.C. structures based on the hypothesis of rigid diaphragm and non-rigid diaphragm, in comparison with the i...
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ndltd-TW-093NCHU00150142016-06-10T04:16:00Z http://ndltd.ncl.edu.tw/handle/44240269564752374708 On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation 非剛性樓版對房屋結構受震反應之影響 Wu, Chun-Te 吳俊德 碩士 國立中興大學 土木工程學系 93 Building structures are typically designed using the assumption that the floor system serve as rigid diaphragm. The study discussed the dynamic response of R.C. structures based on the hypothesis of rigid diaphragm and non-rigid diaphragm, in comparison with the influence of earthquake response from non-rigid diaphragm design. The study used ETABS to set structure models, and analyzed the buildings by response spectrum analysis of different stories and different spans. Besides, it discussed whether buildings could have distinct difference or not from rigid and non-rigid diaphragm design when structures include R.C. wall. The results of this study show that rigid diaphragm assumption can not obtain structural correct response when structure include R.C. wall, and shear of column from analytical result is dangerous. In order to consider effect caused by floor deformation, non-rigid diaphragm analysis is recommended. Ueng, Jin-Min 翁駿民 2005 學位論文 ; thesis 68 zh-TW |
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碩士 === 國立中興大學 === 土木工程學系 === 93 === Building structures are typically designed using the assumption that the floor system serve as rigid diaphragm. The study discussed the dynamic response of R.C. structures based on the hypothesis of rigid diaphragm and non-rigid diaphragm, in comparison with the influence of earthquake response from non-rigid diaphragm design.
The study used ETABS to set structure models, and analyzed the buildings by response spectrum analysis of different stories and different spans. Besides, it discussed whether buildings could have distinct difference or not from rigid and non-rigid diaphragm design when structures include R.C. wall.
The results of this study show that rigid diaphragm assumption can not obtain structural correct response when structure include R.C. wall, and shear of column from analytical result is dangerous. In order to consider effect caused by floor deformation, non-rigid diaphragm analysis is recommended.
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author2 |
Ueng, Jin-Min |
author_facet |
Ueng, Jin-Min Wu, Chun-Te 吳俊德 |
author |
Wu, Chun-Te 吳俊德 |
spellingShingle |
Wu, Chun-Te 吳俊德 On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation |
author_sort |
Wu, Chun-Te |
title |
On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation |
title_short |
On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation |
title_full |
On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation |
title_fullStr |
On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation |
title_full_unstemmed |
On the Effect of Nonrigid Slabs for Buildings Subjected to Seismic Excitation |
title_sort |
on the effect of nonrigid slabs for buildings subjected to seismic excitation |
publishDate |
2005 |
url |
http://ndltd.ncl.edu.tw/handle/44240269564752374708 |
work_keys_str_mv |
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