伸臂层处剪力墙的受力与变形研究
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摘要
对带伸臂框架-核心筒结构中伸臂层处剪力墙进行受力分析,推导伸臂层处剪力墙受力层间位移角的计算公式,采用PERFORM-3D有限元软件分别对带减震层伸臂和加强层伸臂框架-核心筒结构模型进行非线性动力时程反应分析,研究普通楼层和伸臂层中各竖向构件的剪力分配与变形规律。结果表明:伸臂层处剪力墙以剪切变形为主,其受力变形的方向与普通楼层处剪力墙受力变形的方向相反,采用弦转角作为伸臂层处剪力墙的变形性能指标较为合理;伸臂层处剪力墙的受力层间位移角计算公式合理可行,其计算结果与数值分析结果吻合较好;与加强层伸臂相比,设置屈曲约束支撑减震层伸臂既能减小结构的侧向变形,又能合理控制伸臂层处剪力墙的受力变形。
Based on theoretical analysis of force and deformation,the calculation formula of physical story drift for shear wall on outrigger story was investigated. The nonlinear time history analysis under frequent,basic and rare earthquakes was carried out for a frame-core structure with energy-dissipation story and strengthened story model by the aid of PERFORM-3D program. The force distribution and deformation of vertical components on ordinary story and outrigger story were investigated. The results show that shear wall at outrigger mainly undergoes shearing deformation and its physical story drift could be measured by chord rotation. The physical deformation direction for shear walls on outrigger story and ordinary story are opposite. The reliability and results of calculation formula of physical story drift are proved. Compared to structure with strengthened story,the setting of buckling restraining braces of outrigger plays a major role in reducing the lateral displacement of the structure and the physical deformation of shear walls on energy-dissipation story can be controlled reasonably.
Based on theoretical analysis of force and deformation,the calculation formula of physical story drift for shear wall on outrigger story was investigated. The nonlinear time history analysis under frequent,basic and rare earthquakes was carried out for a frame-core structure with energy-dissipation story and strengthened story model by the aid of PERFORM-3D program. The force distribution and deformation of vertical components on ordinary story and outrigger story were investigated. The results show that shear wall at outrigger mainly undergoes shearing deformation and its physical story drift could be measured by chord rotation. The physical deformation direction for shear walls on outrigger story and ordinary story are opposite. The reliability and results of calculation formula of physical story drift are proved. Compared to structure with strengthened story,the setting of buckling restraining braces of outrigger plays a major role in reducing the lateral displacement of the structure and the physical deformation of shear walls on energy-dissipation story can be controlled reasonably.
引文
[1]徐培福,黄吉锋,肖从真,等.带加强层的框架一核心筒结构抗震设计中的几个问题[J].建筑结构学报,1999,20(4):2-10.XU Peifu,HUANG Jifeng,XIAO Congzhen,et al.Some problems in aseismic design of frame-core wall structures with strengthened storeys[J].Journal of Building Structures,1999,20(4):2-10.(in Chinese)
[2]周云,邓雪松,吴从晓.高层建筑耗能减震新体系概念与实现[J].工程抗震与加固改造,2007,29(6):1-9.ZHOU Yun,DENG Xuesong,WU Congxiao.The concept and realization of the new systems of tall building with dissipated devices[J].Earthquake Resistant Engineering and Retrofitting,2007,29(6):1-9(in Chinese)
[3]丁鲲,周云,邓雪松.框架-核心筒结构耗能减震层的减震效果分析[J].工程抗震与加固改造,2007,29(3):35-40.DING Kun,ZHOU Yun,DENG Xuesong.Seismic analysis on frame-core wall structure withenergy-dissipation story[J].Earthquake Resistant Engineering and Retrofitting,2007,29(3):35-40.(in Chinese)
[4]邓雪松,丁鲲,周云.耗能减震层对框架-核心筒结构的减震效果及影响分析[J].工程抗震与加固改造,2008,30(1):1-8.DENG Xuesong,DING Kun,ZHOU Yun.Analysis of seismic effect and influence on frame-tube structure with seismic energy-dissipation story[J].Earthquake Resistant Engineering and Retrofitting,2008,30(1):1-8.(in Chinese)
[5]汪大洋,周云,王绍合.耗能减振层对某超高层结构的减振控制研究[J].振动与冲击,2011,30(2):85-92.WANG Dayang,ZHOU Yun,WANG Shaohe.Vibration reduction for a super-high structure with energy dissipation story[J].Journal of Vibration and Shock,2011,30(2):85-92.(in Chinese)
[6]林绍明,周云,邓雪松.带黏滞减震层高层结构的优化分析[J].土木工程学报,2013,46(10):71-81.LIN Shaoming,ZHOU Yun,DENG Xuesong.Optimization analysis for high-rise structure with viscous energy-dissipation story[J].China Civil Engineering Journal,2013,46(10):1-11.(in Chinese)
[7]周云.防屈曲耗能支撑结构设计与应用[M].北京:中国建筑工业出版社,2007.ZHOU Yun.Structural design and application of bucking-restrained brace[M].Beijing:China Architecture and Building Press,2007.(in Chinese)
[8]沈朝勇,黄襄云,周福霖,等.带SRC桁架转换层及钢加强层高层建筑抗震性能研究[J].地震工程与工程振动,2004,24(6):83-88.SHEN Chaoyong,HUANG Xiangyun,ZHOU Fulin,et al.Seismic behavior analysis of a high story structure with one SRC transfer truss and two steel strengthened stories[J].Earthquake Engineering and Engineering Vibration,2004,24(6):83-88.(in Chinese)
[9]蒋欢军,和留生,吕西林,等.上海中心大厦抗震性能分析和振动台试验研究[J].建筑结构学报,2011,32(11):55-63.JIANG Huanjun,HE Liusheng,LU Xilin,et al.Analysis of seismic performance and shaking table tests of the Shanghai Tower[J].Journal of Building Structures,2011,32(11):55-63.(in Chinese)
[10]徐磊,施卫星,张钧.超高层结构整体模型振动台试验研究[J].建筑结构学报,2001,22(5):15-19.XU Lei,SHI Weixing,ZHANG Jun.Simulated earthquake experiment study of a high-rise building structure model[J].Journal of Building Structures,2001,22(5):15-19.(in Chinese)
[11]刘畅,黄用军,何远明.伸臂桁架工作性能研究和设计建议[J].建筑结构,2013,(43)9:57-61.LIU Chang,HUANG Yongjun,HE Yuanming.Study and design suggestions on work performance of outrigger trusses[J].Building Structure,2013,43(9):57-61.(in Chinese)
[12]韩玉栋,王立伟,龙辉元,等.中铁·西安中心超高层结构设计[J].建筑结构,2013,43(23):42-46.HAN Yudong,WANG Liwei,LONG Huiyuan,et al.Structural design of super-high building for China Railway Xi'an Center[J].Building Structure,2013,43(23):42-46.(in Chinese)
[13]汪大绥,周建龙,袁兴方.上海环球金融中心结构设计[J].建筑结构,2007,37(5):8-12.WANG Dasui,ZHOU Jianlong,YUAN Xingfang.Structural design of shanghai world financial center[J].Building Structure,2007,37(5):8-12.(in Chinese)
[14]孙会郎,陈建妙,冯自强.无锡云蝠大厦超限高层结构设计[J].建筑结构,2013,43(18):1-7.SUN Huilang,CHEN Jianmiao,FENG Ziqiang.Structure design of out-of-code super high-rise building of Yunfu Mansion in Wuxi[J].Building Structure,2013,43(18):1-7.(in Chinese)
[15]杨克家.带加强层高层建筑结构抗震性能及基于性能的抗震设计方法研究[D].西安:西安建筑科技大学,2008.YANG Kejia.Research on Seismic Performance and Performance-based seismic design of high rise buildings with strengthened stories[D].Xi’an:Xi’an University of Architecture and Technology,2008.(in Chinese)
[16]林绍明,周云.带伸臂框架-核心筒结构中伸臂层剪力墙性能指标的量化[C]∥第八届全国结构减震控制学术会议.昆明:中国建筑学会,2013,288-292.
[17]林绍明,周云,邓雪松,等.带加强层框架-核心筒结构中单伸臂桁架刚度比的合理取值[J].振动与冲击,2013,32(15):63-70.LIN Shaoming,ZHOU Yun,DENG Xuesong,et al.Rational stiffness of single outrigger trusses in frame-core structure[J].Journal of Vibration and Shock,2013,32(15):63-70.(in Chinese)
[18]FEMA 356,NEHRP Prestandard and Commentary for the Seismic Rehabilitation of Buildings[S].Federal Emergency Management Agency,Washington,D.C.,2000.
[19]GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.GB50011-2010 Code for Seismic Design of Buildings[S].Beijing:China Architecture&Building Press,2010.(in Chinese)
[20]JGJ3-2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.JGJ3-2010 Technical Specification for Concrete Structures of Tall Building[S].Beijing:China Architecture&Building Press,2010.(in Chinese)
[21]GB50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2011.GB50011-2010 Code for Design of Concrete Structures[S].Beijing:China Architecture&Building Press,2011.(in Chinese)
[2]周云,邓雪松,吴从晓.高层建筑耗能减震新体系概念与实现[J].工程抗震与加固改造,2007,29(6):1-9.ZHOU Yun,DENG Xuesong,WU Congxiao.The concept and realization of the new systems of tall building with dissipated devices[J].Earthquake Resistant Engineering and Retrofitting,2007,29(6):1-9(in Chinese)
[3]丁鲲,周云,邓雪松.框架-核心筒结构耗能减震层的减震效果分析[J].工程抗震与加固改造,2007,29(3):35-40.DING Kun,ZHOU Yun,DENG Xuesong.Seismic analysis on frame-core wall structure withenergy-dissipation story[J].Earthquake Resistant Engineering and Retrofitting,2007,29(3):35-40.(in Chinese)
[4]邓雪松,丁鲲,周云.耗能减震层对框架-核心筒结构的减震效果及影响分析[J].工程抗震与加固改造,2008,30(1):1-8.DENG Xuesong,DING Kun,ZHOU Yun.Analysis of seismic effect and influence on frame-tube structure with seismic energy-dissipation story[J].Earthquake Resistant Engineering and Retrofitting,2008,30(1):1-8.(in Chinese)
[5]汪大洋,周云,王绍合.耗能减振层对某超高层结构的减振控制研究[J].振动与冲击,2011,30(2):85-92.WANG Dayang,ZHOU Yun,WANG Shaohe.Vibration reduction for a super-high structure with energy dissipation story[J].Journal of Vibration and Shock,2011,30(2):85-92.(in Chinese)
[6]林绍明,周云,邓雪松.带黏滞减震层高层结构的优化分析[J].土木工程学报,2013,46(10):71-81.LIN Shaoming,ZHOU Yun,DENG Xuesong.Optimization analysis for high-rise structure with viscous energy-dissipation story[J].China Civil Engineering Journal,2013,46(10):1-11.(in Chinese)
[7]周云.防屈曲耗能支撑结构设计与应用[M].北京:中国建筑工业出版社,2007.ZHOU Yun.Structural design and application of bucking-restrained brace[M].Beijing:China Architecture and Building Press,2007.(in Chinese)
[8]沈朝勇,黄襄云,周福霖,等.带SRC桁架转换层及钢加强层高层建筑抗震性能研究[J].地震工程与工程振动,2004,24(6):83-88.SHEN Chaoyong,HUANG Xiangyun,ZHOU Fulin,et al.Seismic behavior analysis of a high story structure with one SRC transfer truss and two steel strengthened stories[J].Earthquake Engineering and Engineering Vibration,2004,24(6):83-88.(in Chinese)
[9]蒋欢军,和留生,吕西林,等.上海中心大厦抗震性能分析和振动台试验研究[J].建筑结构学报,2011,32(11):55-63.JIANG Huanjun,HE Liusheng,LU Xilin,et al.Analysis of seismic performance and shaking table tests of the Shanghai Tower[J].Journal of Building Structures,2011,32(11):55-63.(in Chinese)
[10]徐磊,施卫星,张钧.超高层结构整体模型振动台试验研究[J].建筑结构学报,2001,22(5):15-19.XU Lei,SHI Weixing,ZHANG Jun.Simulated earthquake experiment study of a high-rise building structure model[J].Journal of Building Structures,2001,22(5):15-19.(in Chinese)
[11]刘畅,黄用军,何远明.伸臂桁架工作性能研究和设计建议[J].建筑结构,2013,(43)9:57-61.LIU Chang,HUANG Yongjun,HE Yuanming.Study and design suggestions on work performance of outrigger trusses[J].Building Structure,2013,43(9):57-61.(in Chinese)
[12]韩玉栋,王立伟,龙辉元,等.中铁·西安中心超高层结构设计[J].建筑结构,2013,43(23):42-46.HAN Yudong,WANG Liwei,LONG Huiyuan,et al.Structural design of super-high building for China Railway Xi'an Center[J].Building Structure,2013,43(23):42-46.(in Chinese)
[13]汪大绥,周建龙,袁兴方.上海环球金融中心结构设计[J].建筑结构,2007,37(5):8-12.WANG Dasui,ZHOU Jianlong,YUAN Xingfang.Structural design of shanghai world financial center[J].Building Structure,2007,37(5):8-12.(in Chinese)
[14]孙会郎,陈建妙,冯自强.无锡云蝠大厦超限高层结构设计[J].建筑结构,2013,43(18):1-7.SUN Huilang,CHEN Jianmiao,FENG Ziqiang.Structure design of out-of-code super high-rise building of Yunfu Mansion in Wuxi[J].Building Structure,2013,43(18):1-7.(in Chinese)
[15]杨克家.带加强层高层建筑结构抗震性能及基于性能的抗震设计方法研究[D].西安:西安建筑科技大学,2008.YANG Kejia.Research on Seismic Performance and Performance-based seismic design of high rise buildings with strengthened stories[D].Xi’an:Xi’an University of Architecture and Technology,2008.(in Chinese)
[16]林绍明,周云.带伸臂框架-核心筒结构中伸臂层剪力墙性能指标的量化[C]∥第八届全国结构减震控制学术会议.昆明:中国建筑学会,2013,288-292.
[17]林绍明,周云,邓雪松,等.带加强层框架-核心筒结构中单伸臂桁架刚度比的合理取值[J].振动与冲击,2013,32(15):63-70.LIN Shaoming,ZHOU Yun,DENG Xuesong,et al.Rational stiffness of single outrigger trusses in frame-core structure[J].Journal of Vibration and Shock,2013,32(15):63-70.(in Chinese)
[18]FEMA 356,NEHRP Prestandard and Commentary for the Seismic Rehabilitation of Buildings[S].Federal Emergency Management Agency,Washington,D.C.,2000.
[19]GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.GB50011-2010 Code for Seismic Design of Buildings[S].Beijing:China Architecture&Building Press,2010.(in Chinese)
[20]JGJ3-2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.JGJ3-2010 Technical Specification for Concrete Structures of Tall Building[S].Beijing:China Architecture&Building Press,2010.(in Chinese)
[21]GB50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2011.GB50011-2010 Code for Design of Concrete Structures[S].Beijing:China Architecture&Building Press,2011.(in Chinese)
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