Externally Prestressed Steel Box Girder Bridge

被引：1
作者：
Yang, Jingnan [1 ]
He, Xiongjun [1 ]
Yang, Xiaocheng [2 ]
机构：
[1] Wuhan Univ Technol, Sch Transportat, Wuhan 430063, Hubei, Peoples R China
[2] Heana Yellow River Engn, Henan 450008, Peoples R China
来源：
SUSTAINABLE ENVIRONMENT AND TRANSPORTATION, PTS 1-4 | 2012年 / 178-181卷
关键词：
external prestressing; steel box girder; segmental construction; DEVIATORS; BEHAVIOR; BEAMS;
D O I：
10.4028/www.scientific.net/AMM.178-181.2209
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
With a small cross section, a light deadweight and a convenient replaceable tendon, externally prestressed bridges have many special traits compared with other bridges. With a practical case, this paper analyzes the design of externally prestressed steel box girder bridges, which contains the bridge span, beam construction, externally prestressed layout, substructure and construction programs. Through economic, social analysis, discusses the prospects for the application of external prestressing structure.
引用
收藏
页码：2209 / +
页数：2
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