摘要
为改进型组合钢板剪力墙设计了合理的有限元模型,对纯钢板和3种不同混凝土板厚度以及3种跨高比的组合墙进行了有限元对比模拟分析。结果表明:两侧混凝土板对组合墙的承载力影响不大但可提高其后期刚度,并可有效限制钢板的出平面屈曲;同时,随着跨高比的增大,结构整体承载力有所提高。在此基础上,比较了几组模型的抗剪承载力性能,以及预制墙板对其屈曲荷载的影响,并给予建议的简化模型。可以看出,改进型组合钢板剪力墙有较好的延性以及耗能性能,能充分利用材料的性能。
A reasonable finite element model was designed for improved composite steel plate walls.A steel plate wall and three composite steel plate walls with different concrete wall thickness,and three cross-height ratio composite steel plate walls were performed with finite element analysis.The results showed that：concrete wall on the bearing capacity of composite steel plate walls have little effect but may increase its later stiffness and effectivly limit the steel＇s buckling outside the plane.Simultaneously,with cross-height ratio increasing,the overall structure capacity has improved.On this basis,compared the effect of the buckling strength and shear strength and proposed a simplified model.The results showed that：improved composite steel plate walls have a good ductility and energy performance to take advantage of the material properties.
出处
《低温建筑技术》
2014年第2期74-76,共3页
Low Temperature Architecture Technology
关键词
组合剪力
预制墙板
简化模型
composite steel plate wall
prefabricated concrete wall
simplified model
