| 基于性能的框架结构抗震设计研究 |
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| 引用本文： | 程斌,薛伟辰.基于性能的框架结构抗震设计研究[J].地震工程与工程振动,2003,23(4):50-55. |
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| 作者姓名： | 程斌 薛伟辰 |
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| 作者单位： | 同济大学建筑工程系,上海,200092 |
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| 基金项目： | 教育部高等学校骨干教师资助项目(1183),国家"十五"科技攻关项目"住宅建筑结构体系与工程质量保障技术研究"子课题 |
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| 摘 要： | 对国内外基于性能的抗震设计研究成果进行了较系统的综述与分析,研究表明,基于性能的抗震设计能够对结构在未来可能地震作用下的性能进行有效的控制,使破坏和损失限定在可接受的范围内。在此基础上,本文还初步提出了钢筋混凝土框架结构基于延性的抗震设计建议。
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| 关 键 词： | 框架结构 抗震设计 钢筋混凝土 延性 地震灾害 |
| 文章编号： | 1000-1301(2003)04-0050-06 |
Studies on performance-based seismic design of frame structures |
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| CHENG Bin,XUE Wei-chen.Studies on performance-based seismic design of frame structures[J].Earthquake Engineering and Engineering Vibration,2003,23(4):50-55. |
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| Authors: | CHENG Bin XUE Wei-chen |
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| Abstract: | Research work on performance-based seismic design at home and abroad are systematically collected and analyzed, which shows that performance-based seismic design could effectively control seismic performance of structures in future earthquake, and could limit damage and losses of the structures to the levels acceptable. In addition, ductility-based seismic design suggestions for reinforced concrete frame structures are primarily put forward in this paper. |
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| Keywords: | performance-based seismic design reinforced concrete frame structure |
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