基于概率和位移的框支剪力墙结构抗震性能评估方法Evaluation method of seismic performance of frame-supported shear wall structure based on probability and displacement
学术期刊 QCode : dzgcygczd200906013
By taking the deformation limits of ASCE-41-06(American performance based seismic design code) as a reference, the reliability indexes of the structure and its components can be worked out.
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