看过本文的还看了

相关文献

该作者的其他文献

文献详情 >The Design and Analysis of Long-Spa... 收藏
The Design and Analysis of Long-Span and Low-Depth   Prestressed Composite Steel-Concrete Beam Bridge

The Design and Analysis of Long-Span and Low-Depth Prestressed Composite Steel-Concrete Beam Bridge

作     者:张俊平 黄海云 黄道沸 

作者机构:Guangzhou University Guangzhou 510405 China Guangzhou Municipal Design Research Institute Guangzhou 510060 China 

出 版 物:《Journal of Southwest Jiaotong University(English Edition)》 (西南交通大学学报(英文版))

年 卷 期:2002年第10卷第1期

页      码:57-67页

摘      要:The design scheme of long span and low depth composite steel concrete beams is introduced, and the methods of avoiding the cracking of concrete deck in the negative moment regions are proposed. Moreover, significant exploration for problems of the composite beams has been made, such as optimizing construction steps to regulate the stress, applying jacking technique to exert prestress on the concrete deck, investigating the uplifting force principle of the shear connectors by means of model test and non linear finite element analysis, and pointing out the countermeasure to reduce tension force of the shear connectors.

主 题 词:prestressed composite steel concrete beam construction step jacking technique shear connector 

学科分类:081406[081406] 08[工学] 0814[工学-地质类] 082301[082301] 0823[工学-农业工程类] 

D O I:10.3969/j.issn.2095-087X.2002.01.007

馆 藏 号:203101928...

读者评论 与其他读者分享你的观点

用户名:未登录
我的评分