Numerical Analysis of Tall Buildings Considering Dynamic Soil-Structure Interaction
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概要
- 論文の詳細を見る
Three-dimensional finite element analysis in time domain on dynamic soil-pile-structure interaction of a practical engineering is carried out in this paper. General-purpose finite element program ANSYS is used in the analysis. Commonly used equivalent linearity model is chosen as constitutive relation of soil. Viscous boundary of soil is implemented in ANSYS program. The influences of parameters, such as soil property, excitation, the rigidity of structure and buried depth, on dynamic characteristics, seismic response and interaction effect of SSI system are discussed.
- 社団法人日本建築学会の論文
- 2003-05-15
著者
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Chen Bo
Office Of Guangzhou Construction Science & Technology Committee
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Chen Bo
Photonics Research Group Microelectronics Division School Of Electrical And Electronic Engineering N
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Chen Bo
Key Laboratory Of Chemical Biology And Traditional Chinese Medicine Research (hunan Normal Universit
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Chen Bo
Division Of Forest And Biomaterials Science Graduate School Of Agriculture Kyoto University
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Lu Xilin
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University
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Li Peizhen
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University
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Chen Yueqing
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University
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Chen B
Key Laboratory Of Chemical Biology And Traditional Chinese Medicine Research (hunan Normal Universit
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Lu Xilin
State Key Laboratory For Disaster Reduction In Civil Engineering Tongji University
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Li Peizhen
State Key Laboratory For Disaster Reduction In Civil Engineering Tongji University
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Chen Yueqing
State Key Laboratory For Disaster Reduction In Civil Engineering Tongji University:institute Of Civi
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