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| 多层轻钢结构体系在地震作用下的时程分析 | |
| 引用本文： | 全春花,李芳菲,汪晓军. 多层轻钢结构体系在地震作用下的时程分析[J]. 吉林建筑工程学院学报, 2011, 28(1): 9-12 |
| 作者姓名： | 全春花 李芳菲 汪晓军 |
| 作者单位： | 1. 吉林建筑工程学院城建学院,长春,130000 2. 吉林东煤建筑基础工程公司,长春,130061 3. 吉林省通化县建设工程交易中心,通化,134100 |
| 摘 要： | 本文采用ANSYS软件进行多遇地震下时程分析.对多层轻钢结构采用的两种典型结构体系进行了对比分析.研究了两种结构体系在多遇地震荷载作用下的最大变形和一些结构性能.本文通过大型有限元软件ANSYS对两种结构体系的计算和比较分析,对多层轻钢结构体系选择进行了初步探索,得到些有益的结论. |
| 关 键 词： | 轻钢结构 时程分析 结构体系 ANSYS |
Time-history Analysis of Multilayer Light Steel System to the Seismicity Influence |
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| QUAN Chunhua,LI Fang-fei,WANG Xiao-jun. Time-history Analysis of Multilayer Light Steel System to the Seismicity Influence[J]. Journal of Jilin Architectural and Civil Engineering, 2011, 28(1): 9-12 | |
| Authors: | QUAN Chunhua LI Fang-fei WANG Xiao-jun |
| Affiliation: | QUAN Chunhua1,LI Fang-fei2,WANG Xiao-jun3(1:Institute of Urban Construction,Jilin Institute of Architectural and Civil Engineering,Changchun,China 130000,2:Jilin Dongmei Construction Foundation Engineering Compang,China 130061,3:Tonghua County Buiding Project Bidding Conter,Tonghua,China 134100) |
| Abstract: | This paper adopt ANSYS software to analyze time-history of frequent earthquake and to comparatively analyze the two typical structural systems of multi-layer steel structure.It also discusses maximum transmutation and some structural function of these two systems under the load of frequent earthquake.This article utilizes finite element method software ANSYS to study the algorithm of the two system and comparatively,analyze the two system,it also preliminary probes the selectivity of structural system of mu... |
| Keywords: | ANSYS |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |