双曲率弯曲大偏压构件截面设计探讨与教学实践  

Discussion and teaching practice of the cross section design of the large eccentric compression members with double bending curvature

作　　者：严佳川[1,2,3] 邹超英[1,2,3] 胡琼[1,2,3] Yan Jiachuan;Zou Chaoying;Hu Qiong(Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education,Harbin Institute of Technology,Harbin 150090,China;Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology,Harbin Institute of Technology,Harbin 150090,China;School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China)

机构地区：[1]哈尔滨工业大学,结构工程灾变与控制教育部重点实验室,黑龙江哈尔滨150090 [2]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,黑龙江哈尔滨150090 [3]哈尔滨工业大学土木工程学院,黑龙江哈尔滨150090

出　　处：《山西建筑》2020年第6期43-45,共3页Shanxi Architecture

摘　　要：通过算例计算,对非对称配筋大偏心受压构件双曲率弯曲时截面设计这一问题进行了分析,指出应用现行规范进行非对称配筋大偏心受压构件双曲率弯曲时截面设计的注意事项,并对如何进行这部分教学内容进行探讨,旨在提高教学质量并锻炼学生质疑精神和解决工程问题的能力。In this paper,through the calculation of examples,the problem of the design of the section of the large eccentric compression members with asymmetric reinforcement and double bending curvature is analyzed.The notice of how to apply the current code to conduct the design of the section of the large eccentric compression members with asymmetric reinforcement and double bending curvature is proposed.In order to improve quality of teaching and train students’questioning spirit and ability to solve engineering problems,this paper has discussed how to teach this part of content.

关 键 词：非对称配筋 大偏心受压 双曲率弯曲 控制截面 截面设计 

分 类 号：G642.0[文化科学—高等教育学]