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钢-混凝土组合梁的截面优化设计
引用本文:刘齐茂,李微,李暾,张鹏.钢-混凝土组合梁的截面优化设计[J].兰州理工大学学报,2006,32(3):115-118.
作者姓名:刘齐茂  李微  李暾  张鹏
作者单位:1. 广西工学院,土木建筑系,广西,柳州,545006
2. 东南大学,土木学院,江苏,南京,210018
基金项目:广西自然科学基金 , 广西工学院校科研和教改项目
摘    要:钢-混凝土组合梁的截面优化可提高其自身的性能、节省材料.结合设计规范,建立了钢-混凝土简支组合梁两类截面的优化数学模型,采用序列二次规划优化算法并用Matlab语言编制了计算程序,对一简支组合梁截面进行了优化设计,取得很好的优化效果,数值结果表明优化数学模型正确、算法有效.该方法可应用于钢-混凝土组合梁的工程优化设计.

关 键 词:钢-混凝土组合梁  截面优化设计  分布荷载
文章编号:1673-5196(2006)03-0115-04
收稿时间:2005-08-24
修稿时间:2005年8月24日

Optimization design of cross-section of steel-concrete composite beams
LIU Qi-mao,LI Wei,LI Tun,ZHANG Peng.Optimization design of cross-section of steel-concrete composite beams[J].Journal of Lanzhou University of Technology,2006,32(3):115-118.
Authors:LIU Qi-mao  LI Wei  LI Tun  ZHANG Peng
Abstract:Optimization of cross-section of steel-concrete composite beams can improve their capability,economize material.According to the design specification,a mathematical model of optimization for two kinds of cross-sections of simply-supported steel-concrete composite beams was established.The sequential quadratic programming algorithm was adopted and the computer program was made with Matlab language.The optimum was achieved in the optimization design of the cross-section of a simply supported steel-concrete composite beams.Numerical result illustrated that the optimization mathematical model of optimization was valid and the algorithm effective.The method can be used in the engineering optimization design of steel-concrete composite beams.
Keywords:steel-concrete composite beams  cross-section optimization design  distributed loads
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