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部分预应力混凝土结构构件正截面的实用设计
引用本文:薛伟辰,吕志涛.部分预应力混凝土结构构件正截面的实用设计[J].河海大学学报(自然科学版),1997(5):13-17.
作者姓名:薛伟辰  吕志涛
作者单位:河海大学土木工程学院(薛伟辰),东南大学土木系(吕志涛)
摘    要:提出了部分预应力混凝土(PPC)结构构件正截面设计的一种新的思路,它以PPC结构中所有PPC构件同时满足两类极限状态为设计原则,基本避免了工程设计中常见的试算,设计结果合理、经济.推导了PPC静定结构构件正截面的直接设计公式,并提出了PPC超静定结构构件正截面设计的单位次弯矩法.另外,还对如何有效地利用PPC超静定结构中由于施加预应力而产生的次内力进行了研究,并提出了设计建议.

关 键 词:部分预应力混凝土  正截面  设计
修稿时间:2005/1/31 0:00:00

Practical Design Method of Normal Sections of Members in Partially Prestressed Concrete Structures
Xue,Weichen.Practical Design Method of Normal Sections of Members in Partially Prestressed Concrete Structures[J].Journal of Hohai University (Natural Sciences ),1997(5):13-17.
Authors:Xue  Weichen
Abstract:A new design method of normal sections of members in partially prestressed concrete (PPC) structures is put forward. On the principle that all PPC members in PPC structures must simultaneously satisfy two categories of limit state, the method greatly simplifies the design process and makes design results reasonable and economical. Direct design formulas of normal sections of members in PPC statically determinate structures are derived, and the unit secondary moment method, a new design method of statically indeterminate PPC structures, is introduced. In addition, the problem of how to efficiently utilize the secondary force induced by prestressing is studied in detail, and corresponding design suggestions are also proposed.
Keywords:partially  prestressed  concrete  normal  sections  design  
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