摘要
柱的受剪性能是结构整体受力性能中极为重要的部分,而在两个方向剪力作用下的矩形柱的受剪性能更为复杂.两个主轴方向上不等肢配箍柱的双向受剪性能至今仍缺乏相关的研究和分析.文中对双向不等肢配箍矩形截面柱的受剪性能进行了试验分析,在此基础上分析并提出了两个主轴方向不等肢配箍柱双向受剪承载力的相关方程和承载力计算公式.
Shear strength of column is very important to the whole structure, but the shear mechanical performance of column under two-way horizontal loads is quite complex and little work has been done on the column with different areas stirrups in two directions under the skewed horizontal loads. Based on the analysis of column shear experiment, the correlation equations and the strength calculation formulae are presented.
出处
《天津大学学报（自然科学与工程技术版）》
EI
CAS
CSCD
北大核心
2005年第7期620-624,共5页
Journal of Tianjin University：Science and Technology
关键词
不等肢配箍
双向受剪
相关方程
different areas stirrups
two-way shear
correlation equation
