Study of Design Procedures for Partially Prestressed Concrete Pier Cap Beam

被引：0

作者：

You, Qiyong ^{[1
]}

机构：

[1] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Hubei, Peoples R China

来源：

MATERIALS PROCESSING TECHNOLOGY II, PTS 1-4 | 2012年 / 538-541卷

关键词：

Prestressed degree; Partially Prestressed; Pier Cap Beam;

D O I：

10.4028/www.scientific.net/AMR.538-541.1657

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The paper analyzed the key points in design of partially prestressed concrete pier cap beam. Design ideal and design method of partially prestressed concrete pier cap beam were elaborated. Results between deformation and stress were compared. Which shows that partially prestressed is more excellent than fully prestressed in long-span concrete pier cap beam.

引用

页码：1657 / 1659

页数：3

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