Numerical Response Analysis and Shaking Table Tests for Bridge and Building Complex Structural System (Part II: Parameter Optimum and Earthquake Response Analysis)
Abstract eng: The bridge and building complex structural system is proposed as a new seismic structural system in the paper. The bridge and building complex structural system is modeled by a simple two degree of freedom model for earthquake dynamic response analysis, and the main influential parameters of the complex structural system, such as damping, mass ratio and frequency ratio, are theoretically investigated. Based on the analysis of response and parameters of the complex structural system, the governing equation of the optimum frequency ratio and damping ratio are obtained in the paper.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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