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Foundation-Structure Dynamic Interaction During Earthquake

Author: ZhouChunLin
Tutor: LuHaoLiang
School: Tongji University
Course: Structural Engineering
Keywords: Transversely isotropic Foundation - superstructure dynamic action Dynamic finite element Visualization PKPM Piles deep Pile diameter
CLC: TU311.3
Type: Master's thesis
Year: 2006
Downloads: 323
Quote: 7
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Abstract


In recent years , the foundation - structure interaction under seismic loading analysis , already certain tests and numerical studies at home and abroad , but for the foundation - superstructure common effects of the earthquake , but also few very intuitive visual analysis . This paper summarizes the results of previous studies based on study of cross - isotropic venues foundation under earthquake interaction between the foundation and the upper structure . Reasonable finite element model the interaction between the foundation and the upper structure of power in the simulated earthquake and dynamic finite element calculation process visualization using Visual C programming . In the fourth chapter , using the above procedures , seismic calculation of a 12-story frame structure foundation - superstructure system , and the calculated results and the results were compared using PKPM modeling calculations . Finally , for the same structural system using the above procedures were calculated in the case of other conditions deep pile , pile diameter on the overall structure of the seismic performance concluded .

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CLC: > Industrial Technology > Building Science > Building structure > Structure theory to calculate > Structural Mechanics > Structural Dynamics
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