摘要
根据节点域的变形特点,提出了一种考虑节点域剪切变形影响的空间钢框架结构的分析方法。并应用该方法对纯框架、支撑-框架体系进行了分析比较。算例表明,该方法简单易行.便于程序实现,计算结果可靠。
An analytical method for a spatial steel frame strocture with the effects of the shear deformation of the joint panels taken into account is proposed according to the deformation features of the nodal zones.The anaysis and comparison of a pure frame and braced frame systems arc also conducted using this method.It is indicated by some calculation examples that this method is simple and practicable,and convenient for realizing the procedures with reliable calculated results.
引文
1Naka T.The Experimental Research on the Behaviorof Steel Beam-to-Column Connection Subjectedto Lateral Force- Report I. Transactions of theArchitectural Institute of Japan, 1964(101)
2 AISC and Stroctural Steel Education CounciL Testsand Analysis of Panel Zone Behavior in theBeam-to-Column Connections.
3武藤清.构造物动的设计.丸善株式会社,1977
4 Fielding D J, Chen W F. Steel Frame Analpsis andConnection Shear Deformation ASCE Struct.Div. 991973.1~18
5 Lui E M, Chen W F, Frame Analysis with PanelZone Deformation Int J Solids Struct, 22 19861599~1627
6 Kato B, Chen W F, Nakao M Effects of Joint PanelShear Deformation on Frame J Const. Steel Res 10,1988. 269~320
7李国强,沈祖炎.考虑节点域剪切变形的钢框架禅塑性地震反应分析.同济大学学报,1990 18(1)1~9
8 Leger P, Paultre P, Nuggi Halli R.Elastic Analytisof Frames Comidering Panel Zones DeformaionsComputers & Structural 1991,3K6): 689~697