不同连接方式下钢板剪力墙结构抗震性能模拟分析  

Finite element comparison analysis of steel plate shear wall structure with different connect types

作　　者：马云龙 陈志亮 牛昌林 李锋[4] 杨溥[4] Ma Yun-long;Chen Zhi-liang;Niu Chang-lin;Li Feng;Yang Pu(Gansu Construction Investment Civil Engineering Construction Group Co.Ltd,Lanzhou 730050,China;Gansu Construction Investment(Holdings)Group Co.Ltd,Lanzhou 730050,China;Gansu Construction Investment Technology Research Co.,Ltd,Lanzhou 730050,China;School of Civil Engineering,Chongqing University,Chongqing 400045,China)

机构地区：[1]甘肃建投土木工程建设集团有限责任公司,甘肃兰州730050 [2]甘肃省建设投资(控股)集团有限公司,甘肃兰州730050 [3]甘肃建投科技研发有限公司,甘肃兰州730050 [4]重庆大学土木工程学院,重庆400045

出　　处：《工程抗震与加固改造》2022年第6期9-14,36,共7页Earthquake Resistant Engineering and Retrofitting

摘　　要：利用有限元分析软件SAP2000建立了钢板剪力墙结构非线性模型,将结构地震非线性模拟分析结果与振动台试验结果进行对比分析,验证了建模方式的有效性;对比分析Ⅰ形开洞钢板剪力墙结构和四边连接钢板剪力墙结构在地震作用下的自振频率、位移响应、加速度响应以及塑性铰分布情况等,结果表明Ⅰ形开洞钢板剪力墙在结构整体中的等效性较好,能够较好地解决在振动台试验中缩尺钢板剪力墙厚度较小而无法制作的问题。The nonlinear analytical model of a steel plate shear wall structure is established using the finite element analysis software SAP2000. The nonlinear simulation results are compared with the shaking table test, and effectiveness of the modeling method is verified. Seismic behavior of structure with Ⅰ-shaped steel plate shear wall and fully connected steel plate shear wall structure is analyzed and the response such the vibration periods, displacement, acceleration and plastic hinge distribution are compared. Some advices are proposed.

关 键 词：钢板剪力墙 Ⅰ形开洞 等效替代 有限元模拟 抗震性能 

分 类 号：TU352.1[建筑科学—结构工程]