某塔楼基于性能抗震设计

详细信息    查看全文 | 推荐本文 |

英文篇名：PERFORMANCE-BASED SEISMIC DESIGN OF A TOWER 作者：李怀翠 ; 李琳薇 英文作者：LI Huai-cui,LI Lin-wei(Department of Architectural Engi.of Tongji Univ.,Shanghai 200092,China) 关键词：基于性能 ; 性能水准 ; 性能目标 英文关键词：performance-based;performance level;performance goals 中文刊名：DRAW 英文刊名：Low Temperature Architecture Technology 机构：同济大学建筑工程系; 出版日期：2013-08-28 出版单位：低温建筑技术 年：2013 期：v.35;No.182 语种：中文; 页：DRAW201308022 页数：3 CN：08 ISSN：23-1170/TU 分类号：63-65

摘要

简述了基于性能抗震设计思想,判断塔楼超限情况,确定抗震性能目标,并通过对某塔楼进行小震弹性分析、中震不屈服分析和弹性时程补充分析,对其结构抗震性能进行评估。最后,总结该塔楼基于性能抗震设计的经验,为同类工程设计提供参考。
        A tower's overrun situation had been judged and its seismic performance goals had been determined based on the ideas of performance-based seismic design.The tower's seismic performance finally had been assessed by elastic analysis of small earthquake,not yielding of shock and supplementary analysis of the elastic time.The conclusion of this paper based on the experience of the performance-based seismic design provides a reference for the similar engineering.

引文

[1]GB50011-2010,建筑抗震设计规范[S].
    [2]JGJ3-2010,高层建筑混凝土结构技术规程[S].
    [3]徐培福.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005.
    [4]陆新征,叶列平,缪志伟.建筑抗震弹塑性分析[M].北京:中国建筑工业出版社,2009.