中美标准预应力钢筒混凝土管承载能力极限状态计算的对比分析  

Comparing Analysis of Prestressed Concrete Cylinder Pipe Calculation about Ultimate Limit States between Chinese and American code

作　　者：代春生[1] 

机构地区：[1]北京市市政工程设计研究总院,100082

出　　处：《特种结构》2011年第4期51-54,共4页Special Structures

摘　　要：本文阐述了中美两种规范在预应力钢筒混凝土管结构设计方法上的差异,对承载能力极限状态的计算进行了对比分析。The difference of design methods for presressed concrete cylinder pipe calculation of Chinese and American code was briefly introduced in this paper. At the same time, comparison and analysis for calculation of ultimate limit states were discussed.

关 键 词：预应力钢筒混凝土管 承载能力极限状态 综合调整系数 

分 类 号：TU991.36[建筑科学—市政工程]