摘要
在钢混凝土组合柱 (SRC)柱—钢梁中柱节点进行低周反复加载试验的基础上 ,同时用ANSYS三维有限元非线性分析软件进行计算机模拟 .分析了SRC柱—钢梁中柱节点的滞回特性 ;探讨考虑混凝土、型钢腹板、箍筋共同贡献的SRC柱—钢梁节点极限抗剪承载力计算公式 .
By using the test of the SRC under the cyclic reversed loading and analysis by the ANSYS 3D nonlinear finite element program, the hysteresis properties of the SRC column and steel beam joint is derived. An equation to calculate ultimate shear-resistant capacity of SRC column and steel beam joint is discussed.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2003年第4期460-465,共6页
Journal of Fuzhou University(Natural Science Edition)
关键词
钢筋混凝土
柱
钢梁
节点
抗剪承载力
steel reinforced concrete
column
steelbeam
joint
shearing strength
