建筑结构框架梁的非线性规划解

陈波

doi:10.6052/1000-0879-lxysj2011-037

陈波. 建筑结构框架梁的非线性规划解[J]. 力学与实践, 2011, 33(4): 51-54. DOI: 10.6052/1000-0879-lxysj2011-037

引用本文:

陈波. 建筑结构框架梁的非线性规划解[J]. 力学与实践, 2011, 33(4): 51-54. DOI: 10.6052/1000-0879-lxysj2011-037

Chen Bo. SOLUTION OF NONLINEAR PROGRAMMING PROBLEM FOR FRAME BEAM OF BUILDING STRUCTURES[J]. MECHANICS IN ENGINEERING, 2011, 33(4): 51-54. DOI: 10.6052/1000-0879-lxysj2011-037

Citation:

Chen Bo. SOLUTION OF NONLINEAR PROGRAMMING PROBLEM FOR FRAME BEAM OF BUILDING STRUCTURES[J]. MECHANICS IN ENGINEERING, 2011, 33(4): 51-54. DOI: 10.6052/1000-0879-lxysj2011-037

建筑结构框架梁的非线性规划解

陈波

SOLUTION OF NONLINEAR PROGRAMMING PROBLEM FOR FRAME BEAM OF BUILDING STRUCTURES

Chen Bo

摘要

摘要: 针对钢筋混凝土框架梁, 将非线性优化设计问题转化为几何规划问题, 并导出了钢筋混凝土框架梁截面优化设计的计算公式. 算例结果分析表明, 方法具有较好的实用价值.

Abstract: The problem of the nonlinear optimal design is reduced into ageometrical programming problem for the reinforced concrete frame beam,and the related formulas for the cross-section optimization design ofreinforced concrete framebeams are derived. The numerical example shows that it is practical.

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