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| 支撑—异形柱钢框架结构的静力弹塑性分析 | |
| 引用本文： | 张亢. 支撑—异形柱钢框架结构的静力弹塑性分析[J]. 山西建筑, 2012, 0(22): 65-67 |
| 作者姓名： | 张亢 |
| 作者单位： | 深圳市建筑设计研究总院有限公司 |
| 摘 要： | 简述了Push-over方法的基本原理,并运用ETABS对柱截面积相同、柱形(H形柱,异形柱)不同的支撑—钢框架结构进行弹塑性分析,发现了支撑—异形柱钢框架结构抗震性能优于纯钢框架结构,支撑—异形柱钢框架较支撑—H形柱钢框架弱侧抗侧能力更好等优点。 |
| 关 键 词： | Push-over分析 异形柱 支撑—钢框架 |
Nonlinear static analysis of braced special-shaped column steel frames |
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| ZHANG Kang. Nonlinear static analysis of braced special-shaped column steel frames[J]. Shanxi Architecture, 2012, 0(22): 65-67 | |
| Authors: | ZHANG Kang |
| Affiliation: | ZHANG Kang(Shenzhen General Institute of Architectural Design and Research Co.,Ltd,Shenzhen 518000,China) |
| Abstract: | The basic principle of Push-over analysis method was stated,and using ETABS made nonlinear static analysis for braced steel frames,which had the same column area and the different type(H column,special-shaped column).It is found that the seismic properties of braced steel frames are better than pure steel frame,wake side resistance capacity of braced special-shaped column steel frame is better than braced H column steel frame. |
| Keywords: | Push-over analysis special-shaped column braced steel frame |
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