高层装配整体式剪力墙结构动力弹塑性时程分析
Dynamic Elastoplastic Time History Analysis of Monolithic Shear Wall Structure With High-rise Assembly
储晓路 1胡敏1
作者信息
- 1. 六安职业技术学院 城市建设学院,安徽 六安 237158
- 折叠
摘要
为了研究某高层建筑的抗震性能,对高层装配整体式剪力墙结构动力弹塑性时程进行分析.利用ABAQUS有限元软件,构建高层装配整体式剪力墙结构动力弹塑性材料本构关系有限元模型,模拟地震作用下高层装配整体式剪力墙结构动力时程变化情况.分析结果表明:整体剪力墙结构前 6 阶振型每两阶平动振型出现一个扭转,且计算结果符合规定,测试剪力墙时程位移变化结构也符合相关规定.随着地震波加载时间的增长,高层装配整体式剪力墙结构受拉损伤逐渐严重.加载至40s时,该结构的混凝土材料已经不能发挥作用,只能依靠钢筋支撑,但未出现明显坍塌,剪力墙结构受压损伤主要出现在剪力墙结构的连接位置,未出现明显受压损伤.说明该高层装配整体式剪力墙结构抗震性能良好.
Abstract
In order to analyze the seismic performance of an actual high-rise building,the dynamic elastic-plastic time history of a high-rise assembled integral shear wall structure is analyzed.ABAQUS finite element software was adopted to construct a dynamic elastic-plastic material constitutive relationship finite element model for high-rise assembled in-tegral shear wall structures and simulate the dynamic time history changes of high-rise assembled integral shear wall structures under earthquake action using finite element software.The analysis results show that the first six vibration modes of the overall shear wall structure undergo one torsion every two translational vibration modes,and the calcula-tion results comply with the regulations.The displacement changes during the testing of the shear wall also comply with relevant regulations.With the increase of seismic wave loading time,the tensile damage of high-rise assembled integral shear wall structures gradually becomes severe.When loaded to 40 seconds,the concrete material of the structure is no longer functional and can only rely on steel reinforcement support,but there is no obvious collapse.The compression damage of the shear wall structure mainly occurs at the connection position of the shear wall structure,and there is no obvious compression damage.The above results demonstrate that the high-rise assembled integral shear wall structure has good seismic performance,and this time history analysis is more effective and comprehensive.
关键词
高层装配/整体式/剪力墙结构/动力弹塑性/时程分析/ABAQUS有限元Key words
high-rise assembly/integral type/shear wall structure/dynamic elastoplasticity/time history anal-ysis/ABAQUS finite element引用本文复制引用
基金项目
安徽省高等学校自然科学研究重点项目(2022AH052501)
安徽省高等学校优秀青年骨干人才国内访学研修项目(2022)(gxgnfx2022140)
出版年
2024
NETL
NSTL
维普
万方数据