摘要
本文着重对典型墙体多遇地震作用下的承载力可靠指标进行了验算,并对影响墙体抗剪能力的各种因素进行了显著性分析。
Based on the experimental investigation and numerical analysis,the slab's shear and bending resistant expression is proposed and a representative wall's reliability index under small earthquakes is figured out. Sensitivity of every factors affecting shear strength is evaluated.
引文
[1]王攀聪:底部大开间密肋壁板轻框结构设计计算方法研究[D].西安:西安建筑科技大学,2001.
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