节点文献
部分预应力砼受弯构件的延性分析
Analysis of the Ductility of Partially Prestressed Concrete Flexural Members
【摘要】 采用弯矩-曲率法,对部分预应力砼受弯构件,在张拉、加载和卸载阶段分别进行受力特性的非线性分析,并讨论了影响构件载面延性指标的主要因素.文中提出部分预应力砼受弯构件曲率延性系数的计算方法.
【Abstract】 By flexure moment-curvature method,a nonlinear analysis is made on force-receiving characteristic of partially prestressed concrete flexural members during the stages of jacking,loading and unloading. The authors discuss the principal factors influencing ductility index of the section of member;and put forward a method for calculating ductility coefficient of the curvature of partially prestressed concrete flexural members.
【关键词】 部分预应力砼;
弯矩;
曲率;
延性;
【Key words】 partially prestressed concrete; bending moment,curvature; ductility;
【Key words】 partially prestressed concrete; bending moment,curvature; ductility;
- 【文献出处】 华侨大学学报(自然科学版) ,JOURNAL OF HUAQIAO UNIVERSITY(NATURAL SCIENCE) , 编辑部邮箱 ,1996年01期
- 【分类号】TU378.1
- 【被引频次】10
- 【下载频次】77