首页 | 本学科首页   官方微博 | 高级检索  
     检索      

两向不等肢配箍矩形截面柱双向受剪试验分析
引用本文:王铁成,郭永亮,张洪波.两向不等肢配箍矩形截面柱双向受剪试验分析[J].天津大学学报(自然科学与工程技术版),2005,38(7):620-624.
作者姓名:王铁成  郭永亮  张洪波
作者单位:天津大学建筑工程学院,天津300072
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.

关 键 词:不等肢配箍  双向受剪  相关方程
文章编号:0493-2137(2005)07-0620-05
修稿时间:2004年2月13日

Shear Strength of Column with Different Areas Stirrups in Two Principal Directions Under Skewed Horizontal Loads
WANG Tie-cheng,GUO Yong-liang,ZHANG Hong-bo.Shear Strength of Column with Different Areas Stirrups in Two Principal Directions Under Skewed Horizontal Loads[J].Journal of Tianjin University(Science and Technology),2005,38(7):620-624.
Authors:WANG Tie-cheng  GUO Yong-liang  ZHANG Hong-bo
Abstract: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.
Keywords:different areas stirrups  two-way shear  correlation equation
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号