带加强层的高层建筑结构性能水准的量化
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摘要
基于性能的抗震设计方法在一些超限高层和复杂高层建筑中已经开始应用,但是目前对于各种类型结构体系缺乏量化的性能水准定义。通过对已有资料的分析,建立了带加强层的高层建筑结构的层间侧移计算方法,结合带加强层框架-核心筒结构的受力特点,采用剪力墙构件的性能水准来量化带加强层的高层建筑结构的性能水准,为该类高层建筑基于性能的抗震设计提供结构性能水准的参考依据。
Performance based seismic design is being applied in super tall buildings and complicated high-rise structures.But the quantified definition of performance levels for different type of structures is lacking so far.Based on analyses of relevant data,this paper established the interstory displacement calculating method and quantified performance levels of high-rise structures with strengthened stories considering the mechanical property of this kind of structures,which provide reference on structural performance levels for performance based seismic design of high-rise structures with strengthened stories.
Performance based seismic design is being applied in super tall buildings and complicated high-rise structures.But the quantified definition of performance levels for different type of structures is lacking so far.Based on analyses of relevant data,this paper established the interstory displacement calculating method and quantified performance levels of high-rise structures with strengthened stories considering the mechanical property of this kind of structures,which provide reference on structural performance levels for performance based seismic design of high-rise structures with strengthened stories.
引文
1谢礼立.抗震性态设计和基于性态的抗震设防.大型复杂结构的关键科学问题及设计理论研究论文集.大连理工大学出版社,1999
2李应斌,刘伯权,史庆轩.结构的性能水准与评价指标世界地震工程2003,19(2):132-137
3 Ahmed Ghobarah.Performance-based design in earthquakeengineering:state of development.Engineering Structures,2001,23:878-884
4 Federal Emergency Management Agency,NEHRP Guidelines for seismicRehabilitation of buildings(FEMA273),1997
5徐培福,傅学怡.复杂高层建筑结构设计.北京:中国建筑工业出版社,2005:165-173
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7张伟,梁兴文.钢筋混凝土异形柱框架结构层间位移角限值研究.建筑结构,2006(2):40-43
8魏琏,王森.论高层建筑结构层间位移角限值的控制.建筑结构,2006,36(S1):49-55
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10张景普.钢筋混凝土抗震墙设计研讨.华南建设学院西院学报,2000(6):58-61
11 Federal Emergency Management Agency,Prestandard and commentaryfor the seismic rehabilitation of buildings(FEMA356),2000
12 JGJ 3-2002高层建筑混凝土结构技术规程
13张展,周克荣.变高宽比高性能混凝土剪力墙抗震性能的试验研究.结构工程师,2004(2):62-68
14曹万霖,董宏英.不同暗支撑型式的带暗支撑双肢剪力墙抗震性能试验研究.土木工程学报,2005,38(8):18-25
15王曙光,兰宗建.劲性钢筋混凝土开洞低剪力墙拟静力试验研究.建筑结构学报,2005,26(1):85-91
16傅秀岱,谭昆仑.新型减震消能格构剪力墙抗剪性能试验研究与理论分析.工程力学,2003(增刊):517-521
17傅秀岱,于非非.X形框撑钢筋混凝土复合剪力墙抗震性能试验研究.土木工程学报,2000,33(6):45-49
2李应斌,刘伯权,史庆轩.结构的性能水准与评价指标世界地震工程2003,19(2):132-137
3 Ahmed Ghobarah.Performance-based design in earthquakeengineering:state of development.Engineering Structures,2001,23:878-884
4 Federal Emergency Management Agency,NEHRP Guidelines for seismicRehabilitation of buildings(FEMA273),1997
5徐培福,傅学怡.复杂高层建筑结构设计.北京:中国建筑工业出版社,2005:165-173
6蒋利学,胡绍隆.钢筋混凝土超高层建筑层间位移的模型试验研究.建筑结构,2001,31(1):3-7
7张伟,梁兴文.钢筋混凝土异形柱框架结构层间位移角限值研究.建筑结构,2006(2):40-43
8魏琏,王森.论高层建筑结构层间位移角限值的控制.建筑结构,2006,36(S1):49-55
9李春和.地震作用下高层建筑结构的受力层间位移.结构工程师,1999(2):24-27
10张景普.钢筋混凝土抗震墙设计研讨.华南建设学院西院学报,2000(6):58-61
11 Federal Emergency Management Agency,Prestandard and commentaryfor the seismic rehabilitation of buildings(FEMA356),2000
12 JGJ 3-2002高层建筑混凝土结构技术规程
13张展,周克荣.变高宽比高性能混凝土剪力墙抗震性能的试验研究.结构工程师,2004(2):62-68
14曹万霖,董宏英.不同暗支撑型式的带暗支撑双肢剪力墙抗震性能试验研究.土木工程学报,2005,38(8):18-25
15王曙光,兰宗建.劲性钢筋混凝土开洞低剪力墙拟静力试验研究.建筑结构学报,2005,26(1):85-91
16傅秀岱,谭昆仑.新型减震消能格构剪力墙抗剪性能试验研究与理论分析.工程力学,2003(增刊):517-521
17傅秀岱,于非非.X形框撑钢筋混凝土复合剪力墙抗震性能试验研究.土木工程学报,2000,33(6):45-49
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