摘要
通过对一平面及竖向均不规则且高度超限的高层建筑进行的罕遇地震下动力弹塑性时程分析,评估此类结构在罕遇地震作用下的抗震性能,并对该类建筑抗震设计提出了建议,以期指导高层建筑结构设计。
Through the analysis of the elastic-plastic dynamic time history on the unusual earthquake on the one plane and verical irregularity and over the limited height high building,it evaluates the seismic performance under the fuction of unusual earthquake for this type of structure.To provide suggestions for the construction to guide the high building construction structure and design.
引文
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