Nonlinear dynamic behaviour of framed structures subjected to ground motions
The research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions un...
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| Diğer Yazarlar: | |
| Materyal Türü: | Tez |
| Dil: | English |
| Baskı/Yayın Bilgisi: |
2008
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| Online Erişim: | http://hdl.handle.net/10356/12178 |
| _version_ | 1826118798792458240 |
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| author | Zhao, Dianfeng. |
| author2 | Wong, Kai Fai |
| author_facet | Wong, Kai Fai Zhao, Dianfeng. |
| author_sort | Zhao, Dianfeng. |
| collection | NTU |
| description | The research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions under consideration are induced by earthquake as well as underground shock. The ultimate aim is to implement a complete, realistically accurate and possibly efficient algorithm to investigate the insights of steel frame. |
| first_indexed | 2024-10-01T04:49:23Z |
| format | Thesis |
| id | ntu-10356/12178 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T04:49:23Z |
| publishDate | 2008 |
| record_format | dspace |
| spelling | ntu-10356/121782023-03-03T19:18:52Z Nonlinear dynamic behaviour of framed structures subjected to ground motions Zhao, Dianfeng. Wong, Kai Fai School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The research work presented in this thesis proposes an approach, with the specific formulation of characteristic matrices, to analyze the nonlinear dynamics behavior of steel frames subjected to ground motions. The analysis is based on the displacement and energy framework, and the ground motions under consideration are induced by earthquake as well as underground shock. The ultimate aim is to implement a complete, realistically accurate and possibly efficient algorithm to investigate the insights of steel frame. Doctor of Philosophy (CEE) 2008-09-25T06:39:20Z 2008-09-25T06:39:20Z 2004 2004 Thesis http://hdl.handle.net/10356/12178 en Nanyang Technological University 216 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Structures and design Zhao, Dianfeng. Nonlinear dynamic behaviour of framed structures subjected to ground motions |
| title | Nonlinear dynamic behaviour of framed structures subjected to ground motions |
| title_full | Nonlinear dynamic behaviour of framed structures subjected to ground motions |
| title_fullStr | Nonlinear dynamic behaviour of framed structures subjected to ground motions |
| title_full_unstemmed | Nonlinear dynamic behaviour of framed structures subjected to ground motions |
| title_short | Nonlinear dynamic behaviour of framed structures subjected to ground motions |
| title_sort | nonlinear dynamic behaviour of framed structures subjected to ground motions |
| topic | DRNTU::Engineering::Civil engineering::Structures and design |
| url | http://hdl.handle.net/10356/12178 |
| work_keys_str_mv | AT zhaodianfeng nonlineardynamicbehaviourofframedstructuressubjectedtogroundmotions |