Deterministic and stochastic dynamic study on inelastic structures with force analogy method
In this research, the force analogy method is used as a main tool to analyze the inelastic dynamic response and energy dissipation of structures in both deterministic and stochastic fields. A simple analytical method of modeling the panel zone deformation is proposed. The model of rigid end offsets...
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sg-ntu-dr.10356-121002023-03-03T19:19:00Z Deterministic and stochastic dynamic study on inelastic structures with force analogy method Wang, Zhe Wong Kai Fai Kevin School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In this research, the force analogy method is used as a main tool to analyze the inelastic dynamic response and energy dissipation of structures in both deterministic and stochastic fields. A simple analytical method of modeling the panel zone deformation is proposed. The model of rigid end offsets is also included to give a more accurate structural model. Based on the proposed model, numerical simulations performed on different models shows that rigid end offsets as well as elastic and inelastic deformation of panel zones have significant effects on dynamic behavior of inelastic structures subjected to earthquake excitation. The same conclusions also can be drawn from the statistic results obtained by the Monte Carlo simulation method. Doctor of Philosophy (CEE) 2008-09-25T06:37:07Z 2008-09-25T06:37:07Z 2005 2005 Thesis Wang, Z. (2005). Deterministic and stochastic dynamic study on inelastic structures with force analogy method. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12100 10.32657/10356/12100 en Nanyang Technological University 249 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Wang, Zhe Deterministic and stochastic dynamic study on inelastic structures with force analogy method |
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In this research, the force analogy method is used as a main tool to analyze the inelastic dynamic response and energy dissipation of structures in both deterministic and stochastic fields. A simple analytical method of modeling the panel zone deformation is proposed. The model of rigid end offsets is also included to give a more accurate structural model. Based on the proposed model, numerical simulations performed on different models shows that rigid end offsets as well as elastic and inelastic deformation of panel zones have significant effects on dynamic behavior of inelastic structures subjected to earthquake excitation. The same conclusions also can be drawn from the statistic results obtained by the Monte Carlo simulation method. |
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Wong Kai Fai Kevin |
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Wong Kai Fai Kevin Wang, Zhe |
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Theses and Dissertations |
author |
Wang, Zhe |
author_sort |
Wang, Zhe |
title |
Deterministic and stochastic dynamic study on inelastic structures with force analogy method |
title_short |
Deterministic and stochastic dynamic study on inelastic structures with force analogy method |
title_full |
Deterministic and stochastic dynamic study on inelastic structures with force analogy method |
title_fullStr |
Deterministic and stochastic dynamic study on inelastic structures with force analogy method |
title_full_unstemmed |
Deterministic and stochastic dynamic study on inelastic structures with force analogy method |
title_sort |
deterministic and stochastic dynamic study on inelastic structures with force analogy method |
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2008 |
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https://hdl.handle.net/10356/12100 |
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1759855081071575040 |