A simplified seismic analysis method of soft soil SSI system is studied in this paper.
研究了软基ssi体系简化地震响应分析方法。
A simplified approach of reliability analysis for seismic structures is provided. And an optimality criterion method is presented for the reliability-based optimization.
给出了适用于优化算法的抗震可靠度简化分析方法，提出了一种基于“等可靠度”准则的结构优化方法。
Lately, the static push-over analysis, POA, has been becoming popular as a simplified computer method for evaluating seismic performances of structures.
静力弹塑性分析方法作为结构抗震性能的评估方法，近来受到广大学者的关注。
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