摘要
为了研究混凝土填充墙和剪力墙一体化预制构件的抗震性能,本文提出了连梁剪力墙与内置憎水岩棉板的混凝土填充墙同时浇筑的剪力墙结构,利用ABAQUS软件对填充墙不同构造形式的足尺剪力墙构件进行了有限元模拟.结果表明,一体化构件滞回曲线更加饱满,耗能能力较强,峰值承载力较高,延性更好,具有良好的抗震性能.
In order to study the seismic behavior of concrete infill wall and shear wall integrated prefabricated member,this paper puts forward the shear wall structure which is constructed simultaneously with continuous beam shear wall and concrete filled wall with built-in water-repellent rock wool slabs.The finite element simulation of full scale shear wall members with different construction forms is carried out by ABAQUS software.The results show that the hysteretic curve of the integrated component is more full,the energy dissipation capacity is stronger,the peak bearing capacity is higher,the ductility is better,and the integrated component has good seismic performance.
作者
李妍
赵远
孟凡林
LI Yan;ZHAO Yuan;MENG Fan-lin(School of Civil Engingeering,Jilin Jianzhu University,Changchun 130118,China)
出处
《吉林建筑大学学报》
2018年第6期7-10,共4页
Journal of Jilin Jianzhu University
基金
国家重点研发计划资助项目(2017YFC0806100)
关键词
剪力墙
填充墙
有限元分析
抗震性能
憎水岩棉
shear wall
infilled wall
finite element analysis
seismic performance
hydrophobic rock wool
