中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2007, Vol. 26 ›› Issue (2): 21-23.

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Comment on the Usual Analytical Methods of Long Span PC Continuous Rigid Frame Bridge

WANG Yun-tao;ZHANG Xue-song;GU An-bang   

  1. School of Civil Zngineering&Architecture,Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2006-02-16 Revised:2015-01-22 Online:2007-04-15 Published:2015-01-22

大跨径预应力连续刚构桥常用分析方法的评述

王运涛,张雪松,顾安邦   

  1. 重庆交通大学土木建筑学院,重庆 400074
  • 作者简介:王运涛(1979—),男,湖北枣阳人,硕土生,从事桥梁结构研究.E-mail:wyt791010@126.com

Abstract: Based on the related references,the present research situation about the spacial stress analysis of continuous rigid frame bridges inland is introduced;the characteristics of diferent analytical methods,especially the present software used for simulation analysis in bridge construction are summarized and an alyzed,and the conclusion is put forward that it's necessary to conduct the secondary development to complete the entire process analysis of a bridge construction.

Key words: ong span , PC continuous rigid frame bridges, spaeial sn℃ss ana1) sis, summarization

摘要: 在收集相关文献资料的基础上,介绍了我国连续刚构桥空间受力状态的研究现状,综述了各种分析方法的特 点,尤其对现有桥梁施工仿真分析软件,提出有必要进行二次开发以完成桥梁施工全过程分析.

关键词: 大跨径, 预应力连续刚构桥, 空间应力分析, 综述

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