节点文献
低层冷弯薄壁型钢龙骨体系抗震性能数值模拟研究现状
State-of-the-Arts:Numerical Simulation on Seismic Behavior of Low-Rise Cold-Formed Steel Framing Structures
【摘要】 对低层冷弯薄壁型钢龙骨体系的抗震性能数值模拟研究现状进行了较为全面的综述,结合木龙骨结构体系抗震性能数值模拟的研究概况,着重介绍了LRCFSF体系的主要抗侧力单元——龙骨式复合墙体的几种有限元数值分析模型和对整体结构进行动力分析所采取的方法。在此基础上,对LRCFSF体系的抗震性能数值模拟研究工作尚需研究与解决的问题进行归纳和探讨。
【Abstract】 A general review of numerical simulation on seismic behavior of low-rise cold-formed steel framing structures is presented.According to numerical simulation research on seismic behavior of light wood-framed structures,several typical kinds of numerical modelings of shear walls as well as methods used by dynamic analysis of cold-formed steel framing structures of low-rise residential building are introduced in detail.Finally,problems in numerical simulation on seismic behavior of low-rise cold-formed steel framing structures are summarized and discussed.
【Key words】 low-rise cold-formed steel framing structure; seismic behavior; numerical simulation; hysteretic behavior; review;
- 【文献出处】 结构工程师 ,Structural Engineers , 编辑部邮箱 ,2011年04期
- 【分类号】TU392.1
- 【被引频次】1
- 【下载频次】197