標題: 鋼構造梁柱接頭設計之整合系統
Integrated Design System for Beam-to-Column Connections of Steel Structures
作者: 洪瑞南
Ruey-Nan Hong
趙文成
Wen-Chen Jau
土木工程學系
關鍵字: 梁柱 ; 接頭 ; 整合系統;Beam-to-Column ; Connections ; Integrated System
公開日期: 1992
摘要: 如何讓鋼構造之梁柱接頭充份發揮應有的強度並達到安全,經濟及施工簡
易之目標在整個結構設計過程中為重要之一環。而國內目前在鋼構造樓房
設計上較常用的柱形式為 H型柱及箱型柱,梁為 H 型鋼梁。設計方法上
有美國鋼構造協會(American In- stitute of Steel Construction,簡
稱AISC)所出版的容許應力設計法(Allowable Stress Design,ASD)
及1986年出版的極限設計法(Load and Resistance Factor Design,
LRFD )。所以本文之目的即在以ISDS為分析軟體,針對由規範及文獻所發
表的梁柱接頭中,在符合足夠的強度,延展性與經濟性上,利用C 語言將
分析結果與梁柱之細部設計整合。依不同設計方法,柱型式,與材料強度
中,將結果以圖形表示出供參考。
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
顯示於類別:Thesis