A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels
碩士 === 國立臺灣大學 === 土木工程學研究所 === 88 === This paper presents the theory development and applications for aseismic capacity assessment of moment resistant steel frame associated with shear panels. The buckling analysis of thin plate and steel panels have been introduced and develop...
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2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/79871136400947998086 |
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ndltd-TW-088NTU000150772016-01-29T04:14:31Z http://ndltd.ncl.edu.tw/handle/79871136400947998086 A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels 鋼格鈑加強鋼構架之耐震能力研究 林子超 碩士 國立臺灣大學 土木工程學研究所 88 This paper presents the theory development and applications for aseismic capacity assessment of moment resistant steel frame associated with shear panels. The buckling analysis of thin plate and steel panels have been introduced and developed firstly, then aseismic capacity assessment on steel frame by using finite element method has been followed, and the illustrations on the steel frame associated with steel panels are presented, mainly ABAQUS software has been assisted to analysis. The conclusions are drawn as that: the steel panels added at suitable places on steel frame can make the results of drift angle decrease and aseismic capacity increase. Sometimes, steel frame strengthened with steel panels will be an economical, efficient and applicable approach. 陳 清 泉 2000 學位論文 ; thesis 104 zh-TW |
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Others
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碩士 === 國立臺灣大學 === 土木工程學研究所 === 88 === This paper presents the theory development and applications for aseismic capacity assessment of moment resistant steel frame associated with shear panels.
The buckling analysis of thin plate and steel panels have been introduced and developed firstly, then aseismic capacity assessment on steel frame by using finite element method has been followed, and the illustrations on the steel frame associated with steel panels are presented, mainly ABAQUS software has been assisted to analysis.
The conclusions are drawn as that: the steel panels added at suitable places on steel frame can make the results of drift angle decrease and aseismic capacity increase. Sometimes, steel frame strengthened with steel panels will be an economical, efficient and applicable approach.
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| author2 |
陳 清 泉 |
| author_facet |
陳 清 泉 林子超 |
| author |
林子超 |
| spellingShingle |
林子超 A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels |
| author_sort |
林子超 |
| title |
A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels |
| title_short |
A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels |
| title_full |
A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels |
| title_fullStr |
A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels |
| title_full_unstemmed |
A Study on Aseismic Capacity of Steel Frames Strengthened with Steel Panels |
| title_sort |
study on aseismic capacity of steel frames strengthened with steel panels |
| publishDate |
2000 |
| url |
http://ndltd.ncl.edu.tw/handle/79871136400947998086 |
| work_keys_str_mv |
AT línzichāo astudyonaseismiccapacityofsteelframesstrengthenedwithsteelpanels AT línzichāo gānggébǎnjiāqiánggānggòujiàzhīnàizhènnénglìyánjiū AT línzichāo studyonaseismiccapacityofsteelframesstrengthenedwithsteelpanels |
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