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大跨度主-副桁架钢结构的地震反应探讨分析
引用本文:周剑萍,王亮.大跨度主-副桁架钢结构的地震反应探讨分析[J].西北地震学报,2019,41(3):626-630.
作者姓名:周剑萍  王亮
作者单位:义乌工商职业技术学院建筑工程学院, 浙江 义乌 322000,武汉大学土木建筑工程学院, 湖北 武汉 430072
基金项目:国家青年科学基金项目(51408548);浙江省软科学一般项目(2014C35068)
摘    要:桁架钢结构被广泛应用于大跨度建筑中,分析桁架钢结构的地震反应具有一定的现实意义。构建大跨度主-副桁架钢结构的有限元模型,以该模型作为研究对象,对其进行地震反应的探讨分析。采用自振特性分析方法在刚度和质量两个因素的基础上分析大跨度主-副桁架钢结构的自振特性;通过振型分解反应谱法分析大跨度主-副桁架钢结构的力学性能,利用桁架钢结构的力学性能分析其地震作用下的反应。模拟发现,大跨度主-副桁架钢结构刚度较好,其抗风柱柱脚连接处的受力最强且位移最大,为大跨度主-副桁架钢结构的地震反应研究提供参考,为其抗震设计提供初步依据。

关 键 词:大跨度  桁架结构  力学性能  隔震建筑
收稿时间:2018/10/26 0:00:00

Discussion and Analysis of Seismic Response of Large-span Main and Auxiliary Steel-truss Structures
ZHOU Jianping and WANG Liang.Discussion and Analysis of Seismic Response of Large-span Main and Auxiliary Steel-truss Structures[J].Northwestern Seismological Journal,2019,41(3):626-630.
Authors:ZHOU Jianping and WANG Liang
Institution:School of Architectural Engineering, Yiwu Industrial and Commercial College, Yiwu 322000, Zhejiang, China and School of Civil Engineering, Wuhan University, Wuhan 430072, Hubei, China
Abstract:The steel-truss structure is widely used in long-span buildings, so it is of practical significance to analyze its seismic response. In this paper, we describe our construction of finite element models of a long-span main and auxiliary steel-truss structures and discuss their seismic responses. Based on the two elements of stiffness and mass, we perform a natural vibration analysis of the natural vibration characteristics of the large-span main and auxiliary steel-truss structures. We then analyze the structural mechanical properties of the structures using the modal decomposition response spectrum method, and analyze the seismic response of the steel-truss structures with respect to their mechanical properties. The simulated results show that the structural stiffness of the steel structures is good. These study results provide a preliminary basis for the seismic design of large-span main and auxiliary steel-truss structures.
Keywords:large-span  truss structure  mechanical property  isolated building
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