复杂高层建筑抗震与消能减震研究进展
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摘要
复杂高层建筑的震害在近来的历次地震中都有发生,其抗震分析和设计难度较大,提高其抗震性能是当前建筑抗震的难点之一。通过对近10年来国内在复杂高层建筑抗震方面的研究进行回顾和总结,重点介绍了组合剪力墙及筒体结构、钢管混凝土结构、结构模型振动台试验和三种消能减震方法。提出了采用新型高效的结构体系及高性能抗震部件或消能减震新技术改善复杂高层建筑抗震性能。这些研究工作与工程实践紧密结合,大部分研究成果已在实际工程中成功应用。
Complex tall buildings suffered damages in recent earthquakes.There are more challenges in seismic analysis and design of complex tall building.Improving the seismic performance of complex tall buildings is one of the most difficult tasks in today’s practice of earthquake resistant design.This paper reviews the progress of earthquake resistance of complex tall buildings in recent ten years in China,focusing on composite shear wall and tube structure,concrete-filled steel tube structure,shaking table tests on scaled structural models,and three methods for seismic energy dissipation.The new ways to improve seismic performance of complex tall buildings by adopting new efficient structural system and high performance component,or energy dissipation technology are proposed.It can be seen that the basic research work is combined with engineering practice closely and most of the research achievements have been applied to practice successfully.
Complex tall buildings suffered damages in recent earthquakes.There are more challenges in seismic analysis and design of complex tall building.Improving the seismic performance of complex tall buildings is one of the most difficult tasks in today’s practice of earthquake resistant design.This paper reviews the progress of earthquake resistance of complex tall buildings in recent ten years in China,focusing on composite shear wall and tube structure,concrete-filled steel tube structure,shaking table tests on scaled structural models,and three methods for seismic energy dissipation.The new ways to improve seismic performance of complex tall buildings by adopting new efficient structural system and high performance component,or energy dissipation technology are proposed.It can be seen that the basic research work is combined with engineering practice closely and most of the research achievements have been applied to practice successfully.
引文
[1]吕西林.超限高层建筑工程抗震设计指南[M].上海:同济大学出版社,2009.(LU Xilin.Seismic design guidelines for tall buildings beyond the scope of design codes[M].Shanghai:Tongji University Press,2009.(in Chinese))
[2]郭彦林,董全利.钢板剪力墙的发展与研究现状[J].钢结构,2005,20(77):1-6.(GUO Yanlin,DONG Quanli.Research and application of steel plate shear wall in high-rise buildings[J].Steel Construction,2005,20(77):1-6.(in Chinese))
[3]Zhao Q,Astaneh-Asl A.Cyclic behavior of traditional and an innovative composite shear wall[J].Journal of Structural Engineering,2004,130(2):271-284.
[4]陆烨,李国强,孙飞飞.大高宽比屈曲约束组合钢板剪力墙的试验研究[J].建筑钢结构进展,2009,11(2):18-27.(LU Ye,LI Guoqiang,SUN Feifei.Experimental study on buckling-restrained composite steel plate shear wall with large aspect ratio[J].Progress in Steel Building Structures,2009,11(2):18-27.(in Chinese))
[5]孙飞飞,戴成华,高辉,李国强.四边连接组合钢板剪力墙简化模型[J].同济大学学报,2009,37(7):851-856.(SUN Feifei,DAI Chenghua,GAO Hui,LI Guoqiang.A simplified model for composite steel plate shear walls[J].Journal of Tongji University,2009,37(7):851-856.(in Chinese))
[6]吕西林,干淳洁,王威.内置钢板钢筋混凝土剪力墙抗震性能研究[J].建筑结构学报,2009,30(5):89-96.(LU Xilin,GAN Chunjie,WANG Wei.Study on seismic behavior of steel plate reinforced concrete shear walls[J].Journal of Building Structures,2009,30(5):89-96.(in Chinese))
[7]干淳洁,吕西林.内置钢板钢筋混凝土剪力墙非线性仿真研究[J].建筑结构学报,2009,30(5):97-102.(GAN Chunjie,LU Xilin.Computational simulation of nonlinearity of steel plate reinforced concrete shear walls[J].Journal of Building Structures,2009,30(5):97-102.(in Chinese))
[8]郭家耀,郭伟邦,徐卫国,等.中国国际贸易中心三期主塔楼结构设计[J].建筑钢结构进展,2007,9(5):1-6.(GUO Jiayao,GUO Weibang,XU Weiguo,et al.The structural design of the Mega Tower of China World Trade Centre Phase3in Beijing China[J].Progress in Steel Building Structures,2007,9(5):1-6.(in Chinese))
[9]曹万林,张建伟,张静娜,王敏.内藏桁架混凝土组合中高剪力墙抗震性能试验研究[J].北京工业大学学报,2008,34(6):572-579.(CAO Wanlin,ZHANG Jianwei,ZHANG Jingna,WANG Min.Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss[J].Journal of Beijing Polytechnic University,2008,34(6):572-579.(in Chinese))
[10]王敏,曹万林,张建伟,等.不同轴压比下钢管混凝土边框组合剪力墙抗震性能研究[J].世界地震工程,2008,24(2):32-36.(WANG Min,CAO Wanlin,ZHANG Jianwei,et al.Seismic behavior research of composite shear wall with concrete filled steel tube columns for different axial-load ratios[J].World Information on Earthquake Engineering,2008,24(2):32-36.(in Chinese))
[11]曹万林,张建伟,田宝发,等.钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J].建筑结构学报,2002,23(6):26-32.(CAO Wanlin,ZHANG Jianwei,TIAN Baofa,et al.Experimental study on seismic behavior of mid-rise RC shear wall with concealed bracings[J].Journal of Building Structures,2002,23(6):26-32.(in Chinese))
[12]钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999.(ZHONG Shantong.High-rise concrete-filled steel tube structures[M].Harbin:Heilongjiang Science and Technology Press,1999.(in Chinese))
[13]CECS159:2004矩形钢管混凝土结构技术规程[S].(CECS159:2004Technical specification for structures with concrete-filled rectangular steel tube members[S].(in Chinese))
[14]吕西林,李学平.方钢管混凝土柱外置式环梁节点的试验及设计方法研究[J].建筑结构学报,2003,24(1):7-13.(LU Xilin,LI Xueping.Experimental study on ring-beam connections located outside the concrete-filled rectangular steel tubular columns[J].Journal of Building Structures,2003,24(1):7-13.(in Chinese))
[15]李学平,吕西林,郭少春.反复荷载下矩形钢管混凝土柱的抗震性能Ⅰ:试验研究[J].地震工程与工程振动,2005,25(5):95-103.(LI Xueping,LU Xilin,GUO Shaochun.Seismic behavior of CFRT columns under cyclic loadingⅠ:Experimental study[J].Earthquake Engineering and Engineering Vibration,2005,25(5):95-103.(in Chinese))
[16]李学平,吕西林,郭少春.反复荷载下矩形钢管混凝土柱的抗震性能Ⅱ:分析研究[J].地震工程与工程振动,2005,25(5):104-111.(LI Xueping,LU Xilin,GUO Shaochun.Seismic behavior of CFRT columns under cyclic loadingⅡ:Analytical study[J].Earthquake Engineering and Engineering Vibration,2005,25(5):104-111.(in Chinese))
[17]孟春光,吕西林.柔度法纤维模型在方钢管混凝土柱滞回仿真中的应用[J].地震工程与工程振动,2009,29(4):62-69.(MENG Chunguang,LU Xilin.Application of flexibility-based fiber-model beam-column element in simulation analysis of CFRTcolumns[J].Earthquake Engineering and Engineering Vibration,2009,29(4):62-69.(in Chinese))
[18]陈之毅.矩形钢管混凝土结构施工工艺及异形柱承载力的研究[D].上海:同济大学,2003.(CHEN Zhiyi.Construction technology of CFRT structures and carrying capacity of special-shaped columns[D].Shanghai:Tongji University,2003.(in Chinese))
[19]王丹,吕西林.T形、L形钢管混凝土柱抗震性能试验研究[J].建筑结构学报,2005,26(4):39-44.(WANG Dan,LUXilin.Experimental study on seismic behavior of concrete-filled steel T-section and L-section columns[J].Journal of Building Structures,2005,26(4):39-44.(in Chinese))
[20]李学平,吕西林.T、L形钢管混凝土柱的本构模型及非线性分析研究[J].建筑钢结构进展,2008,10(4):56-62.(LI Xueping,LU Xilin.Modeling and experimental verification on concrete-filled steel tubular columns with T or L section[J].Progress in Steel Building Structures,2008,10(4):56-62.(in Chinese))
[21]陈德明.带约束拉杆异形钢管混凝土柱力学性能的基础研究[D].广州:华南理工大学,2000.(CHEN Deming.Fundamental study on mechanic behavior of special-shaped concrete-filled steel tube columns with restrain tension rods[D].Guangzhou:South China University of Technology,2000.(in Chinese))
[22]Lu X L,Fu G K,Shi W X,Lu W S.Shake table model testing and its application[J].The Structural Design of Tall and Special Buildings,2008,17:181-201.
[23]吕西林,沈德建.不同比例钢-混凝土混合结构高层建筑动力相似关系试验研究[J].地震工程与工程振动,2008,28(4):50-57.(LU Xilin,SHEN Dejian.Experimental study on dynamic similitude relationship of different scale steel-concrete hybrid structure models for high-rise building[J].Earthquake Engineering and Engineering Vibration,2008,28(4):50-57.(in Chinese))
[24]吕西林,李培振,郭献群,等.上海环球金融大厦振动控制及现场实测分析[J].结构工程师,2009,25(4):63-70.(LUXilin,LI Peizhen,GUO Xianqun,et al.Vibration control and site measurement on Shanghai World Financial Center Tower[J].Structural Engineers,2009,25(4):63-70.(in Chinese))
[25]Lu X L,Zhou Q.Dynamic analysis method of a combined energy dissipation system and its experimental verification[J].Earthquake Engineering and Structural Dynamics,2002,31(6):1251-1265.
[26]吕西林,朱玉华,施卫星,等.组合基础隔震房屋模型振动台试验研究[J].土木工程学报,2001,34(2):43-49.(LUXilin,ZHUYuhua,SHI Weixing,et al.Shaking table test on building models with combined isolation system[J].China Civil Engineering Journal,2001,34(2):43-49.(in Chinese))
[27]Yang Z,Xu Y L,Lu X L.Experimental seismic study of adjacent buildings with fluid dampers[J].Journal of Structural Engineering,2003,129(2):197-205.
[28]Lu X L,Gong Z G,Weng D G,Ren X S.The application of a new structural control concept for tall building with large podium structure[J].Engineering Structures,2007,29(8):1833-1844.
[2]郭彦林,董全利.钢板剪力墙的发展与研究现状[J].钢结构,2005,20(77):1-6.(GUO Yanlin,DONG Quanli.Research and application of steel plate shear wall in high-rise buildings[J].Steel Construction,2005,20(77):1-6.(in Chinese))
[3]Zhao Q,Astaneh-Asl A.Cyclic behavior of traditional and an innovative composite shear wall[J].Journal of Structural Engineering,2004,130(2):271-284.
[4]陆烨,李国强,孙飞飞.大高宽比屈曲约束组合钢板剪力墙的试验研究[J].建筑钢结构进展,2009,11(2):18-27.(LU Ye,LI Guoqiang,SUN Feifei.Experimental study on buckling-restrained composite steel plate shear wall with large aspect ratio[J].Progress in Steel Building Structures,2009,11(2):18-27.(in Chinese))
[5]孙飞飞,戴成华,高辉,李国强.四边连接组合钢板剪力墙简化模型[J].同济大学学报,2009,37(7):851-856.(SUN Feifei,DAI Chenghua,GAO Hui,LI Guoqiang.A simplified model for composite steel plate shear walls[J].Journal of Tongji University,2009,37(7):851-856.(in Chinese))
[6]吕西林,干淳洁,王威.内置钢板钢筋混凝土剪力墙抗震性能研究[J].建筑结构学报,2009,30(5):89-96.(LU Xilin,GAN Chunjie,WANG Wei.Study on seismic behavior of steel plate reinforced concrete shear walls[J].Journal of Building Structures,2009,30(5):89-96.(in Chinese))
[7]干淳洁,吕西林.内置钢板钢筋混凝土剪力墙非线性仿真研究[J].建筑结构学报,2009,30(5):97-102.(GAN Chunjie,LU Xilin.Computational simulation of nonlinearity of steel plate reinforced concrete shear walls[J].Journal of Building Structures,2009,30(5):97-102.(in Chinese))
[8]郭家耀,郭伟邦,徐卫国,等.中国国际贸易中心三期主塔楼结构设计[J].建筑钢结构进展,2007,9(5):1-6.(GUO Jiayao,GUO Weibang,XU Weiguo,et al.The structural design of the Mega Tower of China World Trade Centre Phase3in Beijing China[J].Progress in Steel Building Structures,2007,9(5):1-6.(in Chinese))
[9]曹万林,张建伟,张静娜,王敏.内藏桁架混凝土组合中高剪力墙抗震性能试验研究[J].北京工业大学学报,2008,34(6):572-579.(CAO Wanlin,ZHANG Jianwei,ZHANG Jingna,WANG Min.Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss[J].Journal of Beijing Polytechnic University,2008,34(6):572-579.(in Chinese))
[10]王敏,曹万林,张建伟,等.不同轴压比下钢管混凝土边框组合剪力墙抗震性能研究[J].世界地震工程,2008,24(2):32-36.(WANG Min,CAO Wanlin,ZHANG Jianwei,et al.Seismic behavior research of composite shear wall with concrete filled steel tube columns for different axial-load ratios[J].World Information on Earthquake Engineering,2008,24(2):32-36.(in Chinese))
[11]曹万林,张建伟,田宝发,等.钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J].建筑结构学报,2002,23(6):26-32.(CAO Wanlin,ZHANG Jianwei,TIAN Baofa,et al.Experimental study on seismic behavior of mid-rise RC shear wall with concealed bracings[J].Journal of Building Structures,2002,23(6):26-32.(in Chinese))
[12]钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999.(ZHONG Shantong.High-rise concrete-filled steel tube structures[M].Harbin:Heilongjiang Science and Technology Press,1999.(in Chinese))
[13]CECS159:2004矩形钢管混凝土结构技术规程[S].(CECS159:2004Technical specification for structures with concrete-filled rectangular steel tube members[S].(in Chinese))
[14]吕西林,李学平.方钢管混凝土柱外置式环梁节点的试验及设计方法研究[J].建筑结构学报,2003,24(1):7-13.(LU Xilin,LI Xueping.Experimental study on ring-beam connections located outside the concrete-filled rectangular steel tubular columns[J].Journal of Building Structures,2003,24(1):7-13.(in Chinese))
[15]李学平,吕西林,郭少春.反复荷载下矩形钢管混凝土柱的抗震性能Ⅰ:试验研究[J].地震工程与工程振动,2005,25(5):95-103.(LI Xueping,LU Xilin,GUO Shaochun.Seismic behavior of CFRT columns under cyclic loadingⅠ:Experimental study[J].Earthquake Engineering and Engineering Vibration,2005,25(5):95-103.(in Chinese))
[16]李学平,吕西林,郭少春.反复荷载下矩形钢管混凝土柱的抗震性能Ⅱ:分析研究[J].地震工程与工程振动,2005,25(5):104-111.(LI Xueping,LU Xilin,GUO Shaochun.Seismic behavior of CFRT columns under cyclic loadingⅡ:Analytical study[J].Earthquake Engineering and Engineering Vibration,2005,25(5):104-111.(in Chinese))
[17]孟春光,吕西林.柔度法纤维模型在方钢管混凝土柱滞回仿真中的应用[J].地震工程与工程振动,2009,29(4):62-69.(MENG Chunguang,LU Xilin.Application of flexibility-based fiber-model beam-column element in simulation analysis of CFRTcolumns[J].Earthquake Engineering and Engineering Vibration,2009,29(4):62-69.(in Chinese))
[18]陈之毅.矩形钢管混凝土结构施工工艺及异形柱承载力的研究[D].上海:同济大学,2003.(CHEN Zhiyi.Construction technology of CFRT structures and carrying capacity of special-shaped columns[D].Shanghai:Tongji University,2003.(in Chinese))
[19]王丹,吕西林.T形、L形钢管混凝土柱抗震性能试验研究[J].建筑结构学报,2005,26(4):39-44.(WANG Dan,LUXilin.Experimental study on seismic behavior of concrete-filled steel T-section and L-section columns[J].Journal of Building Structures,2005,26(4):39-44.(in Chinese))
[20]李学平,吕西林.T、L形钢管混凝土柱的本构模型及非线性分析研究[J].建筑钢结构进展,2008,10(4):56-62.(LI Xueping,LU Xilin.Modeling and experimental verification on concrete-filled steel tubular columns with T or L section[J].Progress in Steel Building Structures,2008,10(4):56-62.(in Chinese))
[21]陈德明.带约束拉杆异形钢管混凝土柱力学性能的基础研究[D].广州:华南理工大学,2000.(CHEN Deming.Fundamental study on mechanic behavior of special-shaped concrete-filled steel tube columns with restrain tension rods[D].Guangzhou:South China University of Technology,2000.(in Chinese))
[22]Lu X L,Fu G K,Shi W X,Lu W S.Shake table model testing and its application[J].The Structural Design of Tall and Special Buildings,2008,17:181-201.
[23]吕西林,沈德建.不同比例钢-混凝土混合结构高层建筑动力相似关系试验研究[J].地震工程与工程振动,2008,28(4):50-57.(LU Xilin,SHEN Dejian.Experimental study on dynamic similitude relationship of different scale steel-concrete hybrid structure models for high-rise building[J].Earthquake Engineering and Engineering Vibration,2008,28(4):50-57.(in Chinese))
[24]吕西林,李培振,郭献群,等.上海环球金融大厦振动控制及现场实测分析[J].结构工程师,2009,25(4):63-70.(LUXilin,LI Peizhen,GUO Xianqun,et al.Vibration control and site measurement on Shanghai World Financial Center Tower[J].Structural Engineers,2009,25(4):63-70.(in Chinese))
[25]Lu X L,Zhou Q.Dynamic analysis method of a combined energy dissipation system and its experimental verification[J].Earthquake Engineering and Structural Dynamics,2002,31(6):1251-1265.
[26]吕西林,朱玉华,施卫星,等.组合基础隔震房屋模型振动台试验研究[J].土木工程学报,2001,34(2):43-49.(LUXilin,ZHUYuhua,SHI Weixing,et al.Shaking table test on building models with combined isolation system[J].China Civil Engineering Journal,2001,34(2):43-49.(in Chinese))
[27]Yang Z,Xu Y L,Lu X L.Experimental seismic study of adjacent buildings with fluid dampers[J].Journal of Structural Engineering,2003,129(2):197-205.
[28]Lu X L,Gong Z G,Weng D G,Ren X S.The application of a new structural control concept for tall building with large podium structure[J].Engineering Structures,2007,29(8):1833-1844.
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