首页 | 本学科首页   官方微博 | 高级检索  
     

钢结构双向压弯构件截面快速选择与设计
引用本文:王修信,杜德润,陶青松,程文瀼.钢结构双向压弯构件截面快速选择与设计[J].工业建筑,2002,32(7):62-64,80.
作者姓名:王修信  杜德润  陶青松  程文瀼
作者单位:东南大学,土木工程学院,南京,210096
基金项目:江苏省应用基础研究基金项目 (BJ970 2 3)
摘    要:结合实际工程设计 ,探讨了如何快速、方便地确定钢结构实腹式压弯构件截面尺寸。提出了将确定截面尺寸的各参数统一化的思想 ,用单一参数 (例如截面高度 )表示截面的主要尺寸 ,然后将钢结构压弯构件的验算公式转化成该单一参数的函数求根形式 ,编制成单变量求根计算程序 ,从而可进行快速的截面选择与设计

关 键 词:钢结构  压弯构件  截面选择  函数求根

SECTION DESIGN OF STEEL BEAM-COLUMN MEMBERS IN BIAXIAL BENDING
Wang Xiuxin Du Derun Tao Qingsong Cheng Wenrang.SECTION DESIGN OF STEEL BEAM-COLUMN MEMBERS IN BIAXIAL BENDING[J].Industrial Construction,2002,32(7):62-64,80.
Authors:Wang Xiuxin Du Derun Tao Qingsong Cheng Wenrang
Abstract:In order to meet the needs of the practical structural design, the quick determination method of cross size of H-shaped wide-flange steel beam-column member is investigated and presented. The key point of the method is to represent each section parameters with cross section height h , and to describe the strength and stability conditions as functions of one variable——the section height. Then finding the zeros of the strength and stability equations of steel members through bisection method etc., then the root of the equation will be the required section height, through which the section size and corresponding size number of the formed steel beam-column member will be easily and quickly given.
Keywords:steel structure  beam-column cross section design function root
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号