摘要
偏心受压钢柱优化设计程序包括焊接组合双轴对称工字形截面翼缘为焰切割边偏心受压实腹柱及焊接组合双轴对称工字形截面翼缘为焰切割边作肢的缀条式格构柱，偏心压力作用在实轴上。程序编写的原则是按照《钢结构设计规范》《ＧＢＪ１７－８８）概率极限状态设计方法，采用ＢＡＳＩＣ语言，在ＡＰＰＬＥ－Ⅱ机和ＩＢＭ－ＰＣ机或ＰＣ－１５００机上均可实现。
The procedure is developed for optimal design of the eccentric compre-ssed solid belly,steel post and the lattice steel post in which eccentric pressureact on to solid axle that includes welding compose I-shaped cross-section withthe double axes of symmetry and the wings cut by blaze. The design principle ofthe procedure is based on the Probability Limit Method in《Design code of SteelStructure》(GBJ17-88).The procedure is written by BASIC computer language and is able to be executed in IBM-PC.APPLE-Ⅱ or PC-1500 computers.
出处
《江西水利科技》
1994年第2期93-109,共17页
Jiangxi Hydraulic Science & Technology
关键词
偏心受压
钢柱
优化设计
Eccentric compression
Steel column
Optimal design procedure
Probability limit design method
