液体黏滞阻尼器在超高层结构上的抗震抗风效果和经济分析
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摘要
为了保护地震及大风环境下的高层和超高层建筑,加设液体黏滞阻尼器是目前被工程界广泛认同、发展最为迅速、最为有效的结构振动保护方案。综合介绍国内外安装液体黏滞阻尼器的7座高层建筑,对阻尼器的安置方式、减振结构的抗震(振)效果、相关规范以及经济性进行评述。其中墨西哥Mayor大楼、美国波士顿大楼是世界工程界成功应用耗能减震装置的经典案例,银泰中心、盘古大观是我国首批使用阻尼器进行减振控制的超高层建筑,对这些工程采用的计算分析方法,结构抗震设计进行汇总,并提供相关建议和意见,供设计者参考。近期美国几位学者在一座42层钢筋混凝土结构的概念设计中,提出采用阻尼器替代剪力墙体系进行抗震设计的理念,对这一高层建筑工程的抗震新方向进行介绍,引为参考。
Fluid Viscous Dampers(FVD) as the best high-rise structural vibration protection system plays an important role in the rapid expansion of high-rise buildings.Seven buildings with FVD,including the Mexico Torre Mayor and the Boston 111 Huntington building,which are two successful examples,the Silvetie Center and the Pangu Plaza,and two tall buildings in Beijing are reviewed and compared with regard to installation,damper function and economy for reducing vibrations caused by seismic and wind loads.
Fluid Viscous Dampers(FVD) as the best high-rise structural vibration protection system plays an important role in the rapid expansion of high-rise buildings.Seven buildings with FVD,including the Mexico Torre Mayor and the Boston 111 Huntington building,which are two successful examples,the Silvetie Center and the Pangu Plaza,and two tall buildings in Beijing are reviewed and compared with regard to installation,damper function and economy for reducing vibrations caused by seismic and wind loads.
引文
[1]马良喆,陈永祁,赵广鹏.银泰中心主塔楼采用液体粘滞阻尼器的减振设计[J].建筑结构,2009,39(5):23-28(Ma Liangzhe,Chen Yongqi,Zhao Guangpeng.Passive dissipation design with liquid viscous damper for Silvertie Centre Building[J].Building Structure,2009,39(5):23-28(in Chinese))
[2]陈永祁,曹铁柱.液体黏滞阻尼器在盘古大观高层建筑上的抗震应用[J].钢结构,2009,24(8):39-46(Chen Yongqi,Cao Tiezhu.Vibration reduction of fluid viscous dampers on Beijing high-rise building in Pangu plaza[J].Steel Construction,2009,24(8):39-46(in Chinese))
[3]陈永祁,高正博阳.抗震阻尼器在墨西哥Torre Mayor高层建筑中的应用[J].钢结构,2011,26(1):50-54(Chen Yongqi,Gaozheng Boyang.Seismic damper for the Torre Mayor high rise building at Mexico City[J].Steel Construction,2011,26(1):50-54(in Chinese))
[4]Infanti S,Robinson J,Smith R.Viscous dampers for high-rise buildings[C]//Proceedings of the14th World Conference on Earthquake Engineering.Beijing,2008
[5]Klembczyk A.Structural control of high rise building using a tuned mass with integral hermetically sealed,frictionless hydraulic damper[R/OL].Canada:Rowan Williams Davies&Irwin Inc..http://www.taylordevices.com/Tech-Paper-archives/literature-pdf/62-StucturalControl.pdf
[6]Hart G C,Ekwueme C G,Brandow G,et al.High performance/smart and living buildings:the benefits of using viscous dampers on a high-rise building(Part I)[J].The Structural Design of Tall and Special Buildings,2010,19(4):457-477
[7]Huang H C.Efficiency of the motion amplification device with viscous dampers and its application in high-rise buildings[J].Earthquake Engineering and Engineering Vibration,2009,8(4):521-536
[8]Mcnamara R J,Taylor D P.Fluid viscous dampers for high-rise buildings[J].The Structural Design of Tall and Special Buildings,2003,12(2):145-154
[9]FEMA368NEHR Precommended provisions for seismic regulations for new buildings and other structures—Part1:Provisions[S].Washington,DC:Building Seismic Safety Council,2001
[10]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001(GB50011—2001Code for seismic design of buildings[S].Beijing:China Architecture&Building Press,2001(in Chinese))
[11]JGJ99—1998高层民用建筑钢结构技术规程[S].北京:中国建筑工业出版社,1998(JGJ99—1998Technical specification for steel structure of tall buildings[S].Beijing:China Architecture&Building Press,1998(in Chinese))
[12]Chen Yongqi,Cao Tiezhu,Ma Liangzhe,et al.Seismic protection system and its economic analysis on the Beijing high-rise building Pangu Plaza[C]//Proceedings of the 14th World Conference on Earthquake Engineering.Beijing,2008
[13]Chen Yongqi,Cao Tiezhu,Ma Liangzhe,et al.Structural vibration passive control and economic analysis of a high-rise building in Beijing[J].Earthquake Engineering and Engineering Vibration,2009,8(4):561-568
[14]马良喆,陈永祁.金属密封无摩擦阻尼器介绍及工程应用[J].工程抗震与加固改造,2009,31(5):46-51(Ma Liangzhe,Chen Yongqi.Introduce and application of frictionless hermetic damper[J].Earthquake Resistant Engineering and Retrofitting,2009,31(5):46-51(in Chinese))
[15]曹铁柱,陈永祁.安置抗震黏滞阻尼器的某超高层建筑经济性能分析[J].钢结构,2011,26(4):36-41(Cao Tiezhu,Chen Yongqi.Economic analysis of high-rise building with fluid viscous dampers[J].Steel Construction,2011,26(4):36-41(in Chinese))
[16]丁鲲,周云,邓雪松.带加强层和粘滞耗能减震层的超高层结构地震反应对比分析[J].工程抗震与加固改造,2009,31(1):35-43(Ding Kun,Zhou Yun,Deng Xuesong.Seismic response analysis of super high-rise structure with strengthened story and viscous seismic energy dissipation story[J].Earthquake Resistant Engineering and Retrofitting,2009,31(1):35-43(in Chinese))
[17]Bozorgnia Y,Malley J O,Crouse C B,et al.Guidelines for performance-based seismic design of tall buildings[R].Berkeley:Pacific Earthquake Engineering Research Center,2010
[2]陈永祁,曹铁柱.液体黏滞阻尼器在盘古大观高层建筑上的抗震应用[J].钢结构,2009,24(8):39-46(Chen Yongqi,Cao Tiezhu.Vibration reduction of fluid viscous dampers on Beijing high-rise building in Pangu plaza[J].Steel Construction,2009,24(8):39-46(in Chinese))
[3]陈永祁,高正博阳.抗震阻尼器在墨西哥Torre Mayor高层建筑中的应用[J].钢结构,2011,26(1):50-54(Chen Yongqi,Gaozheng Boyang.Seismic damper for the Torre Mayor high rise building at Mexico City[J].Steel Construction,2011,26(1):50-54(in Chinese))
[4]Infanti S,Robinson J,Smith R.Viscous dampers for high-rise buildings[C]//Proceedings of the14th World Conference on Earthquake Engineering.Beijing,2008
[5]Klembczyk A.Structural control of high rise building using a tuned mass with integral hermetically sealed,frictionless hydraulic damper[R/OL].Canada:Rowan Williams Davies&Irwin Inc..http://www.taylordevices.com/Tech-Paper-archives/literature-pdf/62-StucturalControl.pdf
[6]Hart G C,Ekwueme C G,Brandow G,et al.High performance/smart and living buildings:the benefits of using viscous dampers on a high-rise building(Part I)[J].The Structural Design of Tall and Special Buildings,2010,19(4):457-477
[7]Huang H C.Efficiency of the motion amplification device with viscous dampers and its application in high-rise buildings[J].Earthquake Engineering and Engineering Vibration,2009,8(4):521-536
[8]Mcnamara R J,Taylor D P.Fluid viscous dampers for high-rise buildings[J].The Structural Design of Tall and Special Buildings,2003,12(2):145-154
[9]FEMA368NEHR Precommended provisions for seismic regulations for new buildings and other structures—Part1:Provisions[S].Washington,DC:Building Seismic Safety Council,2001
[10]GB50011—2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001(GB50011—2001Code for seismic design of buildings[S].Beijing:China Architecture&Building Press,2001(in Chinese))
[11]JGJ99—1998高层民用建筑钢结构技术规程[S].北京:中国建筑工业出版社,1998(JGJ99—1998Technical specification for steel structure of tall buildings[S].Beijing:China Architecture&Building Press,1998(in Chinese))
[12]Chen Yongqi,Cao Tiezhu,Ma Liangzhe,et al.Seismic protection system and its economic analysis on the Beijing high-rise building Pangu Plaza[C]//Proceedings of the 14th World Conference on Earthquake Engineering.Beijing,2008
[13]Chen Yongqi,Cao Tiezhu,Ma Liangzhe,et al.Structural vibration passive control and economic analysis of a high-rise building in Beijing[J].Earthquake Engineering and Engineering Vibration,2009,8(4):561-568
[14]马良喆,陈永祁.金属密封无摩擦阻尼器介绍及工程应用[J].工程抗震与加固改造,2009,31(5):46-51(Ma Liangzhe,Chen Yongqi.Introduce and application of frictionless hermetic damper[J].Earthquake Resistant Engineering and Retrofitting,2009,31(5):46-51(in Chinese))
[15]曹铁柱,陈永祁.安置抗震黏滞阻尼器的某超高层建筑经济性能分析[J].钢结构,2011,26(4):36-41(Cao Tiezhu,Chen Yongqi.Economic analysis of high-rise building with fluid viscous dampers[J].Steel Construction,2011,26(4):36-41(in Chinese))
[16]丁鲲,周云,邓雪松.带加强层和粘滞耗能减震层的超高层结构地震反应对比分析[J].工程抗震与加固改造,2009,31(1):35-43(Ding Kun,Zhou Yun,Deng Xuesong.Seismic response analysis of super high-rise structure with strengthened story and viscous seismic energy dissipation story[J].Earthquake Resistant Engineering and Retrofitting,2009,31(1):35-43(in Chinese))
[17]Bozorgnia Y,Malley J O,Crouse C B,et al.Guidelines for performance-based seismic design of tall buildings[R].Berkeley:Pacific Earthquake Engineering Research Center,2010
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