首页 | 本学科首页   官方微博 | 高级检索  
     

无粘结预应力钢筋混凝土结构中次弯矩的研究
引用本文:于书萍,王振红. 无粘结预应力钢筋混凝土结构中次弯矩的研究[J]. 水科学与工程技术, 2005, 0(Z1): 44-45
作者姓名:于书萍  王振红
作者单位:1. 水利部河北水利水电勘测设计研究院,天津,300250
2. 华北水利水电学院,河北,邯郸,056021
摘    要:介绍预应力混凝土结构中的次弯矩,分析次弯矩的产生原因、常用的3种计算方法以及影响次弯矩的一些基本因素,并通过一个具体算例来进一步说明次弯矩的计算方法,供同类工程参考.

关 键 词:次弯矩  钢筋混凝土结构  无粘结预应力
文章编号:1672-9900(2005)0-0044-02
修稿时间:2005-02-22

The Second Moments Analysis of Unbonded Prestressed Concrete Structure
YU Shu-ping,WANG Zhen-hong. The Second Moments Analysis of Unbonded Prestressed Concrete Structure[J]. Water Sciences and Engineering Technology, 2005, 0(Z1): 44-45
Authors:YU Shu-ping  WANG Zhen-hong
Affiliation:YU Shu-ping1,WANG Zhen-hong2
Abstract:This paper defined the secondary moments in prestressed concrete structures.It showed us the reasons of the secondary moments coming into being detailedly and list three common methods about calculating the secondary moments.It also presented some basal factors that effected the secondary moments.At last in order to explain the method,this paper also showed us an example.So it could be regarded as reference information when considering the secondary moments.
Keywords:secondary moments  prestressed concrete structure  unbonded prestressed  
本文献已被 CNKI 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