This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures. The method can also be used for frame structures and shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
To improve the seismic design of reinforced concrete frame-shear wall structures, the empirical formula for estimation of the fundamental periods were investigated, and a new formula was presented.
为改善钢筋混凝土框架剪力墙结构抗震设计，完善框剪结构自振周期计算经验公式。
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