工程实例的非线性分析揭示，按中震弹性方法设计的转换厚板在大震下仍能处于弹性状态。
The results of nonlinear analysis of engineering projects show that transfer flat slab designed by the method presented here does not yield even if the maximum considered earthquake is acted.
工程实例的非线性分析揭示，按中震弹性方法设计的转换厚板在大震下仍能处于弹性状态。
The results of nonlinear analysis of engineering projects show that transfer flat slab designed by the method presented here does not yield even if the maximum considered earthquake is acted.
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