| 对"实现抗震性能设计目标的参考方法"的讨论 |
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| 引用本文： | 张军,梁兴文,邓明科.对"实现抗震性能设计目标的参考方法"的讨论[J].工业建筑,2011,41(2):108-112,107. |
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| 作者姓名： | 张军 梁兴文 邓明科 |
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| 作者单位： | 西安建筑科技大学土木工程学院,西安,710055 |
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| 基金项目： | 国家自然科学基金项目(50678149),国家自然科学青年基金项目(50908187); 陕西省重点学科建设专项资金资助项目(E01001,E01003) |
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| 摘 要： | <建筑抗震设计规范>增加了"建筑抗震性能设计"的条文,提出了四性能水平的具体指标及实现抗震性能设计的参考方法.为了验证该方法的合理性,针对一钢筋混凝土框架结构实例,分别对框架结构梁、柱构件不同性能要求的承载力以及整体结构的层间位移进行了验算.结果表明:为了满足各性能水平在罕遇地震下的承载力要求,梁、柱构件的配筋量急剧增...
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| 关 键 词： | 抗震性能设计 性能指标 框架结构 承载力 层间位移 |
DISCUSSION ON REFERENCE PROCEDURES TO ACHIEVE THE OBJECTIVES OF PERFORMANCE-BASED SEISMIC DESIGN |
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| Zhang Jun,Liang Xingwen,Deng Mingke.DISCUSSION ON REFERENCE PROCEDURES TO ACHIEVE THE OBJECTIVES OF PERFORMANCE-BASED SEISMIC DESIGN[J].Industrial Construction,2011,41(2):108-112,107. |
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| Authors: | Zhang Jun Liang Xingwen Deng Mingke |
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| Affiliation: | Zhang Jun Liang Xingwen Deng Mingke(Xi’an Univ.of Arch.& Tech.,Xi’an 710055,China) |
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| Abstract: | The clause of performance-based seismic design of structures was added to,Code for Seismic Design of Buildings,which proposed specific indexes of four performance levels and reference procedures to achieve the objectives of performance-based seismic design.In order to verify the rationality of the method,a reinforced concrete frame structure was taken for example,the bearing capacity of the frame beam and column elements as well as the storey drift of the structure were calculated.The results show that if t... |
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| Keywords: | performance-based seismic design performance indexes frame structures bearing capacity storey drift |
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