NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS

Deng Jiming; Jiang Jianqun; Mao Genhai

doi:10.13204/j.gyjz200410001

Volume 34 Issue 10

Dec. 2014

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Deng Jiming, Jiang Jianqun, Mao Genhai. NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 1-5,55. doi: 10.13204/j.gyjz200410001

Citation:

Deng Jiming, Jiang Jianqun, Mao Genhai. NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 1-5,55. doi: 10.13204/j.gyjz200410001

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NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS

doi: 10.13204/j.gyjz200410001

1.
College of Civil Engineering and Architecture,Zhejiang University Hangzhou 310027

Received Date: 2004-04-14
Publish Date: 2004-10-20

Abstract

Abstract

The nonlinear seismic response analyses of structures are reviewed, which include the analytic model of structure system, the element analytic model and its restoring force model and the solving of dynamic equations.Taking the plane frame model as an example for elastoplastic seismic response analyses of structure under two grades of earthquake input, the nonlinearities of structure are discussed, whose calculated results are also compared with those of the new seismic design code. Finally some advices of nonlinear seismic design of structures are suggested.
- seismic response,
- distributed flexibility model,
- elastoplastic analysis,
- response spectrum

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References(14)

References

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