On the basis of damage model of Multi-rib Wall, the paper discussed aseismic design method based on damage property.
在密肋复合墙板的损伤模型建立的基础上，对密肋复合墙体基于损伤性能目标的抗震设计方法进行了探讨。
Jacket platform was assumed as steel frame structure and the pile-soil-structure interaction was considered. Optimum method was applied to aseismic design of structure.
本文把导管架海洋平台看作钢框架结构，考虑了桩—土—结构的动力相互作用，并把优化方法用于结构的抗震设计中。
The dynamic structural behaviour and basic analysis method for aseismic design of underground structures are studied.
本文分析论述了地下结构的抗震特性，抗震分析的基本方法。
An approximate calculating method and a concept of two-level aseismic design for high-rise structures are proposed in this paper.
本文提出了高层抗震结构设计的一个近似计算方法，以及对高层抗震结构分二次设计的设想。
The traditional method of the aseismic bridge design is to ensure the structure to have enough intensity and ductility to resist earthquake.
传统的桥梁抗震设计方法，是依靠增加结构构件自身的强度、变形能力来抗震的。
The traditional method of the aseismic bridge design is to ensure the structure to have enough intensity and ductility to resist earthquake.
传统的桥梁抗震设计方法，是依靠增加结构构件自身的强度、变形能力来抗震的。
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