摘要
总结了国内外几个主要的钢筋混凝土框架短柱抗剪承载力计算公式,结合太平洋地震研究中心(PEER)的短柱抗剪拟静力试验数据库,对各公式进行了对比分析,得出各公式计算的短柱抗剪承载力与试验结果基本成线性关系的结论。
It summarizes the main calculation formula of the shear strength of RC short columns home and abroad. Combined with the quasi- static test data of the shear strength of RC short columns of PEER, makes a comparative analysis of each formula, and gets the conclusion that the relation between the shear strength of short columns and test result is linear.
出处
《山西建筑》
2008年第36期86-87,106,共3页
Shanxi Architecture