| 不规则平面多层钢框架结构Push-over分析 |
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| 引用本文： | 王秀丽,秦雪映. 不规则平面多层钢框架结构Push-over分析[J]. 低温建筑技术, 2006, 0(4): 44-46 |
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| 作者姓名： | 王秀丽 秦雪映 |
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| 作者单位： | 兰州理工大学土木工程学院,甘肃,兰州,730050 |
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| 摘 要： | 静力弹塑性分析方法是目前在国内外普遍使用的结构抗震能力的评估方法,在我国正逐步得到推广和应用。该文介绍了此方法的基本原理和国内外发展状况,并用SAP2000对具体的工程-Y形钢框架设计方案进行了分析,证实了Push-over分析的有效性,并提出一些实际工程分析过程中需要改进的问题。
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| 关 键 词： | Pushover分析 钢框架 抗震评估 |
| 文章编号： | 1001-6864（2006）04-0044-03 |
| 收稿时间： | 2006-04-04 |
| 修稿时间： | 2006-04-04 |
PUSH- OVER ANALYSIS OF MULTI- LAYER STEEL FRAME STRUCTURE |
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| WANG Xiu-li,QIN Xue-ying. PUSH- OVER ANALYSIS OF MULTI- LAYER STEEL FRAME STRUCTURE[J]. Low Temperature Architecture Technology, 2006, 0(4): 44-46 |
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| Authors: | WANG Xiu-li QIN Xue-ying |
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| Affiliation: | Department of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China |
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| Abstract: | Static push-over analysis for the evaluation of seismic performance that is popular around the world is gaining popularity in China . This paper introduces the principle pf push-over analysis and its development , analyzes the steel frame structure in SAP2000, shows the validity of push-over analysis , and points out aspects to be improved in practice . |
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| Keywords: | push-over analysis steel frame seismic performance evaluation |
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