The effect factors on the parameter of torsional irregularity were analyzed. The conclusion provides theory basis to torsional resistance design of structures under earthquake.
对扭转不规则系数的主要影响因素进行了分析，为地震作用下结构的抗扭设计提供了理论依据。
On the basis, according to China's present two stages of seismic design method, the structure of the performance under severe earthquake is analyzed.
在此基础上，根据我国现行的两阶段抗震设计方法，对结构进行罕遇地震下的性能分析。
On the basis, according to China's present two stages of seismic design method, the structure of the performance under severe earthquake is analyzed.
在此基础上，根据我国现行的两阶段抗震设计方法，对结构进行罕遇地震下的性能分析。
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