In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames
碩士 === 國立成功大學 === 建築學系 === 107 === The objectives of this research are to understand the seismic performance of hollow concrete brick panels attached to steel frames and to review the current construction methods. To accomplish these, two specimens with and without a central opening were subjected t...
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ndltd-TW-107NCKU52220372019-10-26T06:24:16Z http://ndltd.ncl.edu.tw/handle/dzzz2h In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames 鋼構架外覆混凝土空心磚牆之面內側推試驗 JiLi 李霽 碩士 國立成功大學 建築學系 107 The objectives of this research are to understand the seismic performance of hollow concrete brick panels attached to steel frames and to review the current construction methods. To accomplish these, two specimens with and without a central opening were subjected to in-plane reversed cyclic displacements and constant vertical loading. The results shown that the panel endured lateral forces at a small drift ratio, contributing strength to the specimen. After diagonal cracks were formed, brick spalling started to occur and the interfaces between columns and the panel completely cracked open. When the steel frame started to detach from the panel, it began to developed its strength and ductility. Moreover, the upper and lower halves of the cavity still caused the yielding place of the columns to transfer from ends to the body. Because of the close connection between the columns and the panel, both panels failed at a small drift ratio 0.2%, which does not meets the nonstructural performance criterion in ASCE 41-13. Yi-Hsuan Tu 杜怡萱 2019 學位論文 ; thesis 406 zh-TW |
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碩士 === 國立成功大學 === 建築學系 === 107 === The objectives of this research are to understand the seismic performance of hollow concrete brick panels attached to steel frames and to review the current construction methods. To accomplish these, two specimens with and without a central opening were subjected to in-plane reversed cyclic displacements and constant vertical loading.
The results shown that the panel endured lateral forces at a small drift ratio, contributing strength to the specimen. After diagonal cracks were formed, brick spalling started to occur and the interfaces between columns and the panel completely cracked open. When the steel frame started to detach from the panel, it began to developed its strength and ductility. Moreover, the upper and lower halves of the cavity still caused the yielding place of the columns to transfer from ends to the body. Because of the close connection between the columns and the panel, both panels failed at a small drift ratio 0.2%, which does not meets the nonstructural performance criterion in ASCE 41-13.
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author2 |
Yi-Hsuan Tu |
author_facet |
Yi-Hsuan Tu JiLi 李霽 |
author |
JiLi 李霽 |
spellingShingle |
JiLi 李霽 In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames |
author_sort |
JiLi |
title |
In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames |
title_short |
In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames |
title_full |
In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames |
title_fullStr |
In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames |
title_full_unstemmed |
In-plane Load Tests for Hollow Concrete Brick Panels Attached to Steel Frames |
title_sort |
in-plane load tests for hollow concrete brick panels attached to steel frames |
publishDate |
2019 |
url |
http://ndltd.ncl.edu.tw/handle/dzzz2h |
work_keys_str_mv |
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