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