在此基础上，提出了低剪力墙抗剪能力的计算公式。
Besides, formula for predicting ultimate shear strength of low-rise shear wall has been proposed as well.
应用软化桁架理论，对钢纤维高强砼低剪力墙的受力全过程进行了分析。
The analysis of low-rise SFHSC shear walls throughout loading history has been carried out by use of the theory of softened truss.
完成了6个由不同形式抗剪连接键连接的钢管混凝土边框与剪力墙组合节点在低周反复荷载下的抗震性能试验。
Systemic experimental research on 6 different composite connections between concrete filled steel tube columns and shear wall under low cycle reversed loading have been done.
完成了6个由不同形式抗剪连接键连接的钢管混凝土边框与剪力墙组合节点在低周反复荷载下的抗震性能试验。
Systemic experimental research on 6 different composite connections between concrete filled steel tube columns and shear wall under low cycle reversed loading have been done.
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