首页 | 本学科首页   官方微博 | 高级检索  
     

具有弹性支座的钢筋混凝土连续梁的内力分析
引用本文:张生瑞,王天稳. 具有弹性支座的钢筋混凝土连续梁的内力分析[J]. 黑龙江水专学报, 2005, 32(4): 34-36
作者姓名:张生瑞  王天稳
作者单位:武汉大学,土木建筑工程学院,武汉,430072
摘    要:由于连续梁具有弹性支座,在荷载作用下产生了支座沉降。连续粱的支座反力和内力将出现变化。计算了两跨连续梁所出现的反力与内力的重分配问题。并结合钢筋混凝壬连续梁的承载力试验,证实了得到的结果与理论值能较好吻合。同时针对不同支承刚度系数值的范围,提出了一些设计建议。

关 键 词:连续梁 支承刚度系数 内力分析 承载力 钢筋混凝土连续梁 弹性支座 支座反力 承载力试验 支座沉降 荷载作用
文章编号:1000-9833(2005)04-0034-03
收稿时间:2005-04-28
修稿时间:2005-06-27

The internal force analysis of reinforced concrete continuous beam with elastic support
ZHANG Sheng-rui,WANG Tian-wen. The internal force analysis of reinforced concrete continuous beam with elastic support[J]. Journal of Heilongjiang Hydraulic Engineering College, 2005, 32(4): 34-36
Authors:ZHANG Sheng-rui  WANG Tian-wen
Affiliation:College of Civil and Aehitectural Engineering of Wuhan University, Wuhan 430072, China
Abstract:Some changes will happen in the support reacting force and internal force of continuous beam with elastic support when the support subsides under the loading function. This paper calculates the redistribution of the reacting and internal force of continuous beam when the middle support is elastic, and verifies the calculation result and testing value can be well identical, through the bearing capacity tests of reinforced concrete continuous beam. At the same time this paper proposes some design suggestions in dealing with the coefficient value range of support rigidity.
Keywords:continuous beam   support rigidity coefficient   internal force analysis   bearing capacity
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