SRC异形柱正截面承载力计算  

Calculation on Normal Section Bearing Capacity of SRC Special-shaped Columns

作　　者：曲延全 

机构地区：[1]科技学院,苏州215011

出　　处：《混凝土与水泥制品》2011年第8期50-52,共3页China Concrete and Cement Products

基　　金：江苏省自然科学基金资助项目(BK2009130)

摘　　要：为解决SRC异形柱正截面承载力的计算问题,根据有限元计算原理和SRC异形柱的试验研究成果,研发了SRC异形柱正截面承载力的电算程序,并对所研发的电算程序进行了试验验证。验证结果表明,电算结果与试验结果吻合较好,从而证明了电算程序的正确性,为SRC异形柱正截面承载力的计算和受力性能分析提供了工具。In order to calculate the normal section bearing capacity of SRC special-shaped columns,the computer programs are developed according to the finite element calculation principle and the experimental results of SRC special-shaped columns,and the experimental verification is made for the computer programs.The results show that the calculation results of the computer programs totally correspond with the experimental results,which proves the computer programs are correct,and the computer programs provide the tools for calculating the normal section bearing capacity and analyzing the mechanical properties of SRC special-shaped columns.

关 键 词：型钢混凝土 异形柱 正截面承载力 电算程序 试验验证 

分 类 号：TU522[建筑科学—建筑技术科学]