钢管混凝土柱-钢梁平面框架的滞回关系  

Hysteresis relationship in concrete filled steel tubular columns and steel beam planar frames

作　　者：王文达[1,2] 韩林海[2] 

机构地区：[1]兰州理工大学土木工程学院,兰州730050 [2]清华大学土木工程系,北京100084

出　　处：《清华大学学报（自然科学版）》2009年第12期1934-1938,共5页Journal of Tsinghua University(Science and Technology)

基　　金：高等学校博士学科点专项科研基金项目(20070003087);甘肃省高等学校研究生导师科研项目(0703B-05)

摘　　要：为研究钢管混凝土框架抗震性能,进行了钢管混凝土柱-钢梁平面框架往复加载时荷载-位移滞回关系的计算。考虑了材料和几何非线性,基于非线性纤维梁-柱单元理论,在OpenSees求解平台上,建立了数值计算模型。核心混凝土的应力-应变关系考虑了钢管约束效应;钢材的应力-应变关系采用双线性强化模型。结果表明：在钢材强度为235~420MPa、混凝土强度为30~90MPa范围内,理论计算结果和试验结果吻合较好。The hysteresis relationship in concrete-filled steel tubular（CFST） frames during seismic loads was analyzed for composite frames having CFST columns and H-shape steel beams.The model was based on fiber nonlinear beam-column element theory and the OpenSees Software,nonlinear material and geometric conditions to simulate the hysteresis to the reverse lateral loading versus the lateral displacement.The stress-strain relationship of the confined core concrete was considered,with a bilinear stress-strain model with strain hardening for the steel.The numerical results agree well with experimental results with steel yield strength of 235-420 MPa and concrete cube compression strength of 30-90 MPa.

关 键 词：钢管混凝土柱 框架 材料非线性 几何非线性 滞回性能 

分 类 号：TU398[建筑科学—结构工程]