标题: | 钢构造梁柱接头设计之整合系统 Integrated Design System for Beam-to-Column Connections of Steel Structures |
作者: | 洪瑞南 Ruey-Nan Hong 赵文成 Wen-Chen Jau 土木工程学系 |
关键字: | 梁柱 ; 接头 ; 整合系统;Beam-to-Column ; Connections ; Integrated System |
公开日期: | 1992 |
摘要: | 如何让钢构造之梁柱接头充份发挥应有的强度并达到安全,经济及施工简 易之目标在整个结构设计过程中为重要之一环。而国内目前在钢构造楼房 设计上较常用的柱形式为 H型柱及箱型柱,梁为 H 型钢梁。设计方法上 有美国钢构造协会(American In- stitute of Steel Construction,简 称AISC)所出版的容许应力设计法(Allowable Stress Design,ASD) 及1986年出版的极限设计法(Load and Resistance Factor Design, LRFD )。所以本文之目的即在以ISDS为分析软体,针对由规范及文献所发 表的梁柱接头中,在符合足够的强度,延展性与经济性上,利用C 语言将 分析结果与梁柱之细部设计整合。依不同设计方法,柱型式,与材料强度 中,将结果以图形表示出供参考。 The beam-to-column connections are very important for steel structures to achieve its full stiffness, ductility , economic and safety in the whole design procedure. At present, most connections types are H-column to H- beam or Box-column to H -beam, and the design provisions with AISC-ASD or AISC-LRFD. The purpose of the paper is to estabilish an automatic detal design for connections of various types based on AISC -ASD and AISC-LRFD. Examples are used to illustrate the efficiency of this program in design. The results can be seen from the screen and out- put to a plotter. |
URI: | http://140.113.39.130/cdrfb3/record/nctu/#NT810015014 http://hdl.handle.net/11536/56527 |
显示于类别: | Thesis |