A STUDY OF NONLINEAR STRUCTURAL POUNDING
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === During 1985 Mexico Earthquake, structural pounding is one of the major reasons for the collapse of many buildings. This collision, commonly called ''structural pounding'' occurs during an earthqu...
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ndltd-TW-083NTUST5120592016-07-15T04:12:46Z http://ndltd.ncl.edu.tw/handle/10386336305715188710 A STUDY OF NONLINEAR STRUCTURAL POUNDING 非線性結構碰撞之研究 Kun-Ming Liuo 劉昆明 碩士 國立臺灣科技大學 營建工程技術學系 83 During 1985 Mexico Earthquake, structural pounding is one of the major reasons for the collapse of many buildings. This collision, commonly called ''structural pounding'' occurs during an earthquake when due to their different dynamic characteristics,adjacent buildings vibrate out of phase and there is insuficientseparation between them. This study investigates the structural pounding between multispan ductile moment resisting frames. It is found that among theadjacent structures under pounding, the structure with longerperiod and lighter weight will have it dynamic responseThe parameters of total ductile energy dissipation,plastic hinge rotation of members, and maximumthe most sensitive to the structuralheir changes under pounding are valuableresistance evaluation and retrofit. In addition, it is found that linking the adjacent structuresseparated with construction joints is an effective way tomitigate the pounding damage for the adjacent structures withsimilar story mass and building period. Van Jan 鄭蘩 1995 學位論文 ; thesis 164 zh-TW |
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碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 83 === During 1985 Mexico Earthquake, structural pounding is one of
the major reasons for the collapse of many buildings. This
collision, commonly called ''structural pounding'' occurs during
an earthquake when due to their different dynamic
characteristics,adjacent buildings vibrate out of phase and
there is insuficientseparation between them. This study
investigates the structural pounding between multispan ductile
moment resisting frames. It is found that among theadjacent
structures under pounding, the structure with longerperiod and
lighter weight will have it dynamic responseThe parameters of
total ductile energy dissipation,plastic hinge rotation of
members, and maximumthe most sensitive to the structuralheir
changes under pounding are valuableresistance evaluation and
retrofit. In addition, it is found that linking the adjacent
structuresseparated with construction joints is an effective
way tomitigate the pounding damage for the adjacent structures
withsimilar story mass and building period.
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author2 |
Van Jan |
author_facet |
Van Jan Kun-Ming Liuo 劉昆明 |
author |
Kun-Ming Liuo 劉昆明 |
spellingShingle |
Kun-Ming Liuo 劉昆明 A STUDY OF NONLINEAR STRUCTURAL POUNDING |
author_sort |
Kun-Ming Liuo |
title |
A STUDY OF NONLINEAR STRUCTURAL POUNDING |
title_short |
A STUDY OF NONLINEAR STRUCTURAL POUNDING |
title_full |
A STUDY OF NONLINEAR STRUCTURAL POUNDING |
title_fullStr |
A STUDY OF NONLINEAR STRUCTURAL POUNDING |
title_full_unstemmed |
A STUDY OF NONLINEAR STRUCTURAL POUNDING |
title_sort |
study of nonlinear structural pounding |
publishDate |
1995 |
url |
http://ndltd.ncl.edu.tw/handle/10386336305715188710 |
work_keys_str_mv |
AT kunmingliuo astudyofnonlinearstructuralpounding AT liúkūnmíng astudyofnonlinearstructuralpounding AT kunmingliuo fēixiànxìngjiégòupèngzhuàngzhīyánjiū AT liúkūnmíng fēixiànxìngjiégòupèngzhuàngzhīyánjiū AT kunmingliuo studyofnonlinearstructuralpounding AT liúkūnmíng studyofnonlinearstructuralpounding |
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