[1]林雨生,方德平.部分预应力砼受弯构件的延性分析[J].华侨大学学报(自然科学版),1996,17(1):28-34.[doi:10.11830/ISSN.1000-5013.1996.01.0028]
　Lin Yusheng,Fang Deping.Analysis of the Ductility of Partially Prestressed Concrete Flexural Members[J].Journal of Huaqiao University(Natural Science),1996,17(1):28-34.[doi:10.11830/ISSN.1000-5013.1996.01.0028]
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部分预应力砼受弯构件的延性分析()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第17卷
期数:
1996年第1期
页码:
28-34
栏目:
出版日期:
1996-01-20

文章信息/Info

Title:
Analysis of the Ductility of Partially Prestressed Concrete Flexural Members
作者:
林雨生; 方德平
华侨大学土木工程系
Author(s):
Lin Yusheng;  Fang Deping
关键词:
部分预应力砼;  弯矩;  曲率;  延性
Keywords:
partially prestressed concrete;  bending moment;  curvature;  ductility
分类号:
TU378.1
DOI:
10.11830/ISSN.1000-5013.1996.01.0028
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

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更新日期/Last Update: 2014-03-22