摘要
在密肋复合墙板低周期加载试验的基础上 ,分析了墙板各组成构件的受力特点 ,指出了此种结构的开裂强度和抗剪承载力公式 ,通过工程实践检验 ,实验算例和工程结构吻合较好。
Based upon low-cycle load test of multi-ribb ed composite wall the mechanical characteristics of various components of wall pan el are analyzed. Corresponding formulas are presented for cracking strength and shear bearing capacity calculation of this kind of structure.
出处
《山西建筑》
2005年第1期35-36,共2页
Shanxi Architecture
关键词
密肋复合墙板
低周期加载
开裂强度
抗剪承载力
multi-ribbed composite wall, low-cycle load t est, cracking strength, shear bearing capacity
