Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator

碩士 === 中國文化大學 === 建築及都市計畫研究所 === 97 === Taiwan is located on boundary between Circum-Pacific seismic belt 、Eurasian Plate and Philippine Plate. The seismic design of reinforced concrete building in Taiwan usually used the strength and toughness of construction to resist the seismic. After Gi-Gi eart...

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Main Authors: Chen,Yi-Lung, 陳逸隆
Other Authors: Chan,Tian-Chyuan
Format: Others
Language:zh-TW
Published: 2009
Online Access:http://ndltd.ncl.edu.tw/handle/89579325031410060753
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spelling ndltd-TW-097PCCU02240132015-11-25T04:05:13Z http://ndltd.ncl.edu.tw/handle/89579325031410060753 Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator 鋼筋混凝土建築物裝設被動消能系統與隔震系統地震反應比較之研究 Chen,Yi-Lung 陳逸隆 碩士 中國文化大學 建築及都市計畫研究所 97 Taiwan is located on boundary between Circum-Pacific seismic belt 、Eurasian Plate and Philippine Plate. The seismic design of reinforced concrete building in Taiwan usually used the strength and toughness of construction to resist the seismic. After Gi-Gi earthquake, the architecture trades bring in the isolation system and the energy dissipation device which are two kinds of new seismic resistant techniques. There are increasing number of energy dissipation system buildings and isolation system buildings. It is too hard to choose the system that we should use if we don’t know the benefit of all kinds of system. The research using the lower-rise RC building (one to three floor, this research used three floor to be the case study )、middle-rise RC building(four to eleven floor, this research used seven floor to be the case study) and high RC building(twelve to fifteen floor, this research used thirteen floor to be the case study) to be the analysis model, and analysis fundamental period、story displacement、shear force of each story 、top-level acceleration and drift angle of energy dissipation design building and isolation design building by ETABS computer programs. According to the analysis data to compare the seismic response of RC buildings implemented with different seismic design. 1. Analysis of seismic response of lower-rise building implements with the energy dissipation device and the seismic Isolator. 2. Analysis of seismic response of middle-rise building implements with the energy dissipation device and the seismic Isolator. 3. Analysis of seismic response of high building implements with the energy dissipation device and the seismic Isolator. 4. Comparison the seismic response of retrofit the reinforced concrete building between implement with the seismic Isolator and the energy dissipation device. Chan,Tian-Chyuan 詹添全 2009 學位論文 ; thesis 98 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 中國文化大學 === 建築及都市計畫研究所 === 97 === Taiwan is located on boundary between Circum-Pacific seismic belt 、Eurasian Plate and Philippine Plate. The seismic design of reinforced concrete building in Taiwan usually used the strength and toughness of construction to resist the seismic. After Gi-Gi earthquake, the architecture trades bring in the isolation system and the energy dissipation device which are two kinds of new seismic resistant techniques. There are increasing number of energy dissipation system buildings and isolation system buildings. It is too hard to choose the system that we should use if we don’t know the benefit of all kinds of system. The research using the lower-rise RC building (one to three floor, this research used three floor to be the case study )、middle-rise RC building(four to eleven floor, this research used seven floor to be the case study) and high RC building(twelve to fifteen floor, this research used thirteen floor to be the case study) to be the analysis model, and analysis fundamental period、story displacement、shear force of each story 、top-level acceleration and drift angle of energy dissipation design building and isolation design building by ETABS computer programs. According to the analysis data to compare the seismic response of RC buildings implemented with different seismic design. 1. Analysis of seismic response of lower-rise building implements with the energy dissipation device and the seismic Isolator. 2. Analysis of seismic response of middle-rise building implements with the energy dissipation device and the seismic Isolator. 3. Analysis of seismic response of high building implements with the energy dissipation device and the seismic Isolator. 4. Comparison the seismic response of retrofit the reinforced concrete building between implement with the seismic Isolator and the energy dissipation device.
author2 Chan,Tian-Chyuan
author_facet Chan,Tian-Chyuan
Chen,Yi-Lung
陳逸隆
author Chen,Yi-Lung
陳逸隆
spellingShingle Chen,Yi-Lung
陳逸隆
Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator
author_sort Chen,Yi-Lung
title Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator
title_short Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator
title_full Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator
title_fullStr Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator
title_full_unstemmed Seismic Response of Reinforced Concrete Buildings implemented with the passive Energy Dissipation device and the seismic Isolator
title_sort seismic response of reinforced concrete buildings implemented with the passive energy dissipation device and the seismic isolator
publishDate 2009
url http://ndltd.ncl.edu.tw/handle/89579325031410060753
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