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| 防屈曲支撑钢框架结构耗能性能分析 | |
| 引用本文： | 梁华堂,高天宝,马裕超. 防屈曲支撑钢框架结构耗能性能分析[J]. 山西建筑, 2010, 36(1): 100-101,122 |
| 作者姓名： | 梁华堂 高天宝 马裕超 |
| 作者单位： | 1. 邯郸市盛达建筑有限公司,河北,邯郸,056000 2. 河北工程大学土木工程学院,河北,邯郸,056038 |
| 摘 要： | 指出耗能支撑是钢结构及钢筋混凝土结构的重要组成部分,防屈曲支撑作为一种新的耗能支撑,在国内外研究和工程应用中日趋增多,通过SAP2000有限元软件对设有防屈曲支撑的多层钢框架进行了耗能减震性能分析,结果表明：防屈曲支撑具有良好的耗能减震性能,是结构抗震设计的一种新方案。 |
| 关 键 词： | 钢框架 防屈曲支撑 耗能 非线性 时程分析 |
On analysis of energy dissipation performance of steel frame structure of buckling-restrained brace |
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| LIANG Hua-tang,GAO Tian-bao,MA Yu-chao. On analysis of energy dissipation performance of steel frame structure of buckling-restrained brace[J]. Shanxi Architecture, 2010, 36(1): 100-101,122 | |
| Authors: | LIANG Hua-tang GAO Tian-bao MA Yu-chao |
| Affiliation: | LIANG Hua-tang GAO Tian-bao MA Yu-chao |
| Abstract: | The paper points out the energy dissipation brace is the important component in the steel structure and the reinforced concrete structure,indicates the buckling-restrained brace,as a new energy dissipation support,is researched at home and abroad and applied in projects increasingly,illustrates the analysis of the energy dissipation brace ability of the multi-layer steel frame is undertaken by SAP2000 finite element software.It is concluded that the buckling-restrained brace has better energy dissipation an... |
| Keywords: | steel frame buckling-restrained brace energy dissipation non-linear time history analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |