结构的动力特性是评价古塔抗震性能和损伤状态的重要指标。
The dynamic behavior is an important index to evaluate the seismic property and damage of ancient pagodas.
最后对结构整体的抗震性能进行了评价。
The seismic performance of the whole structure has been evaluated.
应用有限元程序SAP2 0 0 0 ，对错列桁架体系进行了静力弹塑性分析，并对该体系的抗震性能做出了评价。
This paper analyzed a staggered-truss system by use of finite element procedure SAP2000 and evaluated the anti-seismic behavior of the staggered truss system.
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