Buckling behavior of the shear wall and analogous column in design considering dynamic effect

碩士 === 國立中興大學 === 土木工程學系所 === 102 === The shear wall is an effective element to resist horizontal forces. The simplified model of analogy column is conventionally used for processing the analysis and design of the shear wall. Herein, the shear wall is analyzed using the finite difference method inco...

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Main Authors: Jui-Lin Lai, 賴睿霖
Other Authors: Cheer-Germ Go
Format: Others
Language:zh-TW
Published: 2014
Online Access:http://ndltd.ncl.edu.tw/handle/66692306278954924743
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spelling ndltd-TW-102NCHU00150032016-08-08T16:08:36Z http://ndltd.ncl.edu.tw/handle/66692306278954924743 Buckling behavior of the shear wall and analogous column in design considering dynamic effect 剪力牆與等值柱設計假設之動態穩定性探討 Jui-Lin Lai 賴睿霖 碩士 國立中興大學 土木工程學系所 102 The shear wall is an effective element to resist horizontal forces. The simplified model of analogy column is conventionally used for processing the analysis and design of the shear wall. Herein, the shear wall is analyzed using the finite difference method incorporating with the particle swarm optimization for the buckling phenomenon and the frequency effect. Comparing with the related analogy column, it shows that the buckling load of the analogy column is greater than that of the shear wall. That is, the model of analogy column may not be conservative in use for design and analysis of the shear wall. Cheer-Germ Go 郭其珍 2014 學位論文 ; thesis 49 zh-TW
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language zh-TW
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description 碩士 === 國立中興大學 === 土木工程學系所 === 102 === The shear wall is an effective element to resist horizontal forces. The simplified model of analogy column is conventionally used for processing the analysis and design of the shear wall. Herein, the shear wall is analyzed using the finite difference method incorporating with the particle swarm optimization for the buckling phenomenon and the frequency effect. Comparing with the related analogy column, it shows that the buckling load of the analogy column is greater than that of the shear wall. That is, the model of analogy column may not be conservative in use for design and analysis of the shear wall.
author2 Cheer-Germ Go
author_facet Cheer-Germ Go
Jui-Lin Lai
賴睿霖
author Jui-Lin Lai
賴睿霖
spellingShingle Jui-Lin Lai
賴睿霖
Buckling behavior of the shear wall and analogous column in design considering dynamic effect
author_sort Jui-Lin Lai
title Buckling behavior of the shear wall and analogous column in design considering dynamic effect
title_short Buckling behavior of the shear wall and analogous column in design considering dynamic effect
title_full Buckling behavior of the shear wall and analogous column in design considering dynamic effect
title_fullStr Buckling behavior of the shear wall and analogous column in design considering dynamic effect
title_full_unstemmed Buckling behavior of the shear wall and analogous column in design considering dynamic effect
title_sort buckling behavior of the shear wall and analogous column in design considering dynamic effect
publishDate 2014
url http://ndltd.ncl.edu.tw/handle/66692306278954924743
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