节点文献

大偏心受压构件受压钢筋不屈服时的截面设计探讨与教学

Discussion and teaching of the cross section design of the large eccentric compression members when compressive reinforcement does not yield

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 严佳川邹超英胡琼

【Author】 Yan Jiachuan;Zou Chaoying;Hu Qiong;Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education,Harbin Institute of Technology;Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology,Harbin Institute of Technology;School of Civil Engineering,Harbin Institute of Technology;

【机构】 哈尔滨工业大学结构工程灾变与控制教育部重点实验室哈尔滨工业大学土木工程智能防灾减灾工业和信息化部重点实验室哈尔滨工业大学土木工程学院

【摘要】 大偏心受压构件正截面承载力计算是混凝土结构课程的重要教学内容。当学生进行大偏心受压构件正截面承载力计算时,可能会遇到受压钢筋达不到屈服强度的情况。此时如何进行结构计算是学生学习这部分内容的一个难题。通过算例分析,对比了受压钢筋达不到屈服强度时的两种计算方法。在此基础上,对如何讲授这部分教学内容进行了讨论。

【Abstract】 The calculation of the bearing capacity of the normal section of a large eccentric compression member is an important teaching content of the concrete structure course. When students design the cross section of the large eccentric compression member,the situation that the compressive reinforcement does not yield could occur. How to design the structure in this situation is a difficult problem for students. In this paper,two methods of how to carry out the section design when the compressive reinforcement does not yield are compared. Based on the analyses,this paper has discussed how to teach this part of content.

  • 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2019年07期
  • 【分类号】TU37-4;G642
  • 【下载频次】47
节点文献中: 

本文链接的文献网络图示:

本文的引文网络