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Structural Analysis Of The Grand National Theatre Of China In Static

Posted on:2005-05-04Degree:MasterType:Thesis
Country:ChinaCandidate:P B MiFull Text:PDF
GTID:2132360122998726Subject:Structural engineering
Abstract/Summary:PDF Full Text Request
In this paper, the model of the Grand National Theater of China was analysized in static through the software-ANSYS5.71 based on the finite element theory. The results of the components of this building from analysis were analysized, then we can get a conclusion that the design of the Grand National Theater of China structure is safe and reasonable.This building is very different from other buildings in structure design in our country and it will be very useful to the design of buildings and the consummating of the code for design of buildings in future. So in this paper, some special themes are analysized :(1).What is the effect to the shell and the components borderupon on it after that have a very big hole; (2). Is the supposition that the shell will not have distortion in plane fit to the structure analysis of the Grand National Theater of China or not;(3). What effect of the distributing of stress of the shells will be brought when there are some columns directly on them and checking computations need to be done or not;(4). How to make a reasonable modal of steel-concrete tube;The last, some expectation will be put forward in this paper.
Keywords/Search Tags:Static analysis, Finite element method, un-distortion in plane of shell, sub-modal, coupling
PDF Full Text Request
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