MINIMUM-COST DESIGN OF RC FRAMES USING THE DCOC METHOD .2. COLUMNS UNDER BIAXIAL BENDING ACTIONS

被引：3

作者：

ADAMU, A

KARIHALOO, BL

机构：

[1] School of Civil and Mining Engineering, The University of Sydney, 2006, NSW

来源：

STRUCTURAL OPTIMIZATION | 1995年 / 10卷 / 01期

关键词：

D O I：

10.1007/BF01743692

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The DCOC-based numerical algorithms developed in Part I are generalized to the minimum cost design of RC frames in which columns are subjected to biaxial bending. All columns in each floor are assumed to have the same cross-section. Likewise, all beams are assumed to have the same section over their entire length. To account for the variation of forces along the height of the columns or the length of the beams, the steel ratio is allowed to vary freely. Real problems are solved to demonstrate the efficiency and practicability of the algorithm developed.

引用

页码：33 / 39

页数：7