内置梳齿钢板混凝土连梁与混凝土剪力墙节点性能  

Built-Beam and Concrete Research Even Comb Plate Nonb Performance Concrete Shear Wall

作　　者：高扬[1] 王兴国[1] 葛楠[1] 陈海彬[1] 

机构地区：[1]河北联合大学河北省地震工程研究中心,河北唐山063009

出　　处：《河北联合大学学报（自然科学版）》2015年第1期107-111,共5页Journal of Hebei Polytechnic University:Social Science Edition

基　　金：国家自然科学基金(51378170)

摘　　要：利用有限元软件Adina对内置梳齿钢板混凝土连梁与混凝土剪力墙节点性能进行了数值分析。将计算结果与试验结果进行对比,在验证有限元分析计算结果正确的基础上,利用有限元软件Adina对内置梳齿钢板混凝土连梁和普通钢筋混凝土连梁与剪力墙节点的抗震性能进行了比较,证明了这种形式节点性能的优越性。Finite element analysis on joint of RC coupling wall-column and coupling beam with built-in comb steel plate were conducted using Adina.The calculation results and test results were compared.Based on the condition that the calculation results are correct,the seismic performances of j oint with RC coupling beam containing built-in comb steel plate and with common RC coupling beam are compared using Adina, consequently,the superiority of this new kind of j oint is proved.

关 键 词：内置钢板混凝土连粱 混凝土剪力墙 节点性能 

分 类 号：TU398.2[建筑科学—结构工程]