摘要
基于空心钢筋混凝土剪力墙试件在低周反复荷载作用下的试验研究,采用ANSYS有限元分析程序,对其进行了非线性有限元分析,结果表明试验结果与有限元分析结果符合较好。作为静力试验研究的补充,利用ANSYS进一步分析了混凝土强度等级、轴压比、空心率、配筋率、人工竖缝对空心钢筋混凝土剪力墙的弹塑性性能的影响。为实际工程的设计提供了理论依据。
Based on cyclic reversed loading experiment study on Hollow Reinforced Concrete Shear Wall, a specimen＇ s nonlinear finite element analysis was made, and the results indicate that the experimental data agree well with those of the finite element computation. As the supplements of static experimental study, this paper, analyzing the influences of the variable concrete strength grade, ratios of axial compression, hollow ratios, steel ratios and vertical seam on the hollow R. C. shear wall elastic plastic properties , can be a reference for projects designing.
出处
《山东建筑大学学报》
2007年第2期99-104,共6页
Journal of Shandong Jianzhu University
关键词
空心钢筋混凝土剪力墙
低周反复试验
非线性有限元
轴压比
hollow reinforced concrete shear wall
cyclic reversed loading experiment
nonlinear finite elementmethod
ratios of axial compression
