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屈曲约束支撑滞回曲线模型和刚度方程的建立
引用本文:李国强,胡宝琳.屈曲约束支撑滞回曲线模型和刚度方程的建立[J].地震工程与工程振动,2007,27(2):26-31.
作者姓名:李国强  胡宝琳
作者单位:同济大学,土木工程学院,上海,200092
基金项目:国家自然科学基金项目“土木工程防灾”创新研究群体(50621062).
摘    要:针对屈曲约束支撑,本文根据其反复荷载作用下的滞回特征,提出了一种滞回模型,并建立了屈曲约束支撑的弹塑性刚度方程。根据这种模型编制程序模拟绘制了屈曲约束支撑的滞回曲线,将模拟计算曲线与试验所得曲线进行对比,对比结果表明本文所提模型是准确、有效的。

关 键 词:屈曲约束支撑  滞回模型  刚度方程
文章编号:1000-1301(2007)02-0026-06
修稿时间:2006-08-052007-01-12

Establishing of hysteresis curve model and stiffness formula for buckling-restrained brace
LI Guoqiang,HU Baolin.Establishing of hysteresis curve model and stiffness formula for buckling-restrained brace[J].Earthquake Engineering and Engineering Vibration,2007,27(2):26-31.
Authors:LI Guoqiang  HU Baolin
Institution:School of Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:Based on the hysteretic behavior of buckling-restrained brace under cyclic load, the hysteresis curve mode and stiffness formula of buckling-restrained brace were established. A calculation program for simulating the curve model put forward in this paper is an exact and valid model.
Keywords:buckling-restrained brace  hysteresis curve model  stiffness formula
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