| 大跨径预应力连续刚构桥常用分析方法的评述 |
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| 引用本文： | 王运涛,张雪松,顾安邦.大跨径预应力连续刚构桥常用分析方法的评述[J].重庆交通大学学报(自然科学版),2007,26(2):21-23,43. |
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| 作者姓名： | 王运涛 张雪松 顾安邦 |
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| 作者单位： | 重庆交通大学土木建筑学院,重庆,400074;重庆交通大学土木建筑学院,重庆,400074;重庆交通大学土木建筑学院,重庆,400074 |
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| 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.
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| 关 键 词： | 大跨径 预应力连续刚构桥 空间应力分析 综述 |
| 文章编号： | 1001-716X(2007)02-0021-03 |
| 修稿时间： | 2006年2月16日 |
Comment on the Usual Analytical Methods of Long Span PC Continuous Rigid Frame Bridges |
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| WANG Yun-tao,ZHANG Xue-song,GU An-bang.Comment on the Usual Analytical Methods of Long Span PC Continuous Rigid Frame Bridges[J].Journal of Chongqing Jiaotong University,2007,26(2):21-23,43. |
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| Authors: | WANG Yun-tao ZHANG Xue-song GU An-bang |
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| 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 different analytical methods,especially the present software used for simulation analysis in bridge construction are summarized and analyzed,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. |
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| Keywords: | long span PC continuous rigid frame bridges spacial stress analysis summarization |
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