消能减振房屋抗震设计方法研究述评
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摘要
阐述了安装有粘滞流体阻尼器的消能减振房屋抗震设计的原理和方法,包括阻尼器的工作原理和计算模型,性能试验和检验的标准,附加阻尼比公式的推导和抗震设计方法等。
In this paper,the seismic design principle and method of a building with nonlinear fluid viscous dampers is described,including the working principle and calculation model of dampers,the performance experiment and pre-qualification testing standard,the additional damping ratio and the seismic design method etc.
In this paper,the seismic design principle and method of a building with nonlinear fluid viscous dampers is described,including the working principle and calculation model of dampers,the performance experiment and pre-qualification testing standard,the additional damping ratio and the seismic design method etc.
引文
[1]Reinhorn A M,L i C and Constantinou M C.Experim ental and analytical investigaion of seism ic retrofit of structures w ith supplem ental damp ing:part1-flu id viscous damp ing devices[R].NCEER-95-0001,State Un iversity ofNew York at Buffalo,New York,1995.
[2]Taylor D P and Constantinou M C.Testm ethodology and procedures for flu id viscous dampers used in structures to d issipate seism ic energy[R].Taylor D evices,Inc.Techn ical Report,April 28,1994.
[3]Constantinou M C and SymansM D.Experim ental and analytical investigation of seism ic response of structures w ith supplem ental flu id viscousdampers[R].NCEER-92-0032,State Un iversity ofNew York at Buffalo,Buffalo,New York,1992.
[4]A report to T.Y.L in International and the Golden Gate B ridge D istrict,Pre-qualification Testing of V iscous Dampers for the Golden Gate B ridgeSeism ic Rehab ilitation Project[R].ReportNo EERCL/95-03,Earthquake Engineering Research Center Un iversity of Californ ia at Berkeley,D ecember 1995.
[5]N iwa N,Kobori T,Takahash iM,Hatada T,Kurino H and Tagum i J.Passive seism ic response controlled h igh-rise bu ild ing w ith h igh damp ing de-vice.Earthquake Engineering and Structural Dynam ics,1995,24(5):655-671.
[6]杨国华.天津站斜拉人行天桥的地震反应与振动控制[D].天津:天津大学建工学院,1998.
[7]叶正强,等.采用粘滞流体消能器的工程结构减振设计研究[J].建筑结构学报,2001,22(4):61-66.
[8]杨国华,等.工程结构粘滞流体阻尼器的减振机制与控振分析[J].东南大学学报,2001,31(1):57-61.
[9]Ou J P,W u Bo,Song T T.RecentAdvances in research on application of passive energy d issipation system[J].地震工程与工程振动,1996,16(3):73-96.
[10]欧进萍,丁建华.油缸间隙式阻尼器理论与试验研究.地震工程与工程振动,1999,19(4):82-89.
[11]王亚勇,等.北京饭店等重要建筑的消能减振抗震加固设计方法[J].建筑结构学报,2001,22(2):35-39.
[12]Makris N,Constantinou M C.V iscous Damper:Testing,Modeling and Application in V ibration of Seism ic Isolation[R].NCEER-90-0028,State Un iversity ofNew York at Buffalo,New York,1990.
[13]Taylor D P,Constantinou M C.Flu id dampers for applications of seism ic energy d issipation and seism ic isolation[EB/OL].http://www.taylo-rdevices.com/tayd.htm.
[14]FEMA273 and 274.NEHRP Gu idelines for the Seism ic Rehab ilitation of Bu ild ings[S].Federal Em ergencyManagem entAgency(FEMA),W ash-ington,D.C.,USA,1996.
[15]欧进萍,等.耗能减振结构的抗震设计方法[J].地震工程与工程振动,1998,18(2):98-107.
[16]吴斌.滞变型耗能减振体系的试验、分析和设计方法[D].哈尔滨:哈尔滨建筑大学,1998.
[17]G regg H and David L.Flu id viscous damp ing as an alternative to base isolation[EB/OL].http://www.taylordevices.com/tayd.htm.
[18]M iyamoto H K and ShollR E.D esign of steel pyram id using flu id viscous dampersw ith mom ent fram es[A].Proceed ings ofTall Bu ild ings Confer-ence[C].Los Angeles,Californ ia May 10,1996.
[2]Taylor D P and Constantinou M C.Testm ethodology and procedures for flu id viscous dampers used in structures to d issipate seism ic energy[R].Taylor D evices,Inc.Techn ical Report,April 28,1994.
[3]Constantinou M C and SymansM D.Experim ental and analytical investigation of seism ic response of structures w ith supplem ental flu id viscousdampers[R].NCEER-92-0032,State Un iversity ofNew York at Buffalo,Buffalo,New York,1992.
[4]A report to T.Y.L in International and the Golden Gate B ridge D istrict,Pre-qualification Testing of V iscous Dampers for the Golden Gate B ridgeSeism ic Rehab ilitation Project[R].ReportNo EERCL/95-03,Earthquake Engineering Research Center Un iversity of Californ ia at Berkeley,D ecember 1995.
[5]N iwa N,Kobori T,Takahash iM,Hatada T,Kurino H and Tagum i J.Passive seism ic response controlled h igh-rise bu ild ing w ith h igh damp ing de-vice.Earthquake Engineering and Structural Dynam ics,1995,24(5):655-671.
[6]杨国华.天津站斜拉人行天桥的地震反应与振动控制[D].天津:天津大学建工学院,1998.
[7]叶正强,等.采用粘滞流体消能器的工程结构减振设计研究[J].建筑结构学报,2001,22(4):61-66.
[8]杨国华,等.工程结构粘滞流体阻尼器的减振机制与控振分析[J].东南大学学报,2001,31(1):57-61.
[9]Ou J P,W u Bo,Song T T.RecentAdvances in research on application of passive energy d issipation system[J].地震工程与工程振动,1996,16(3):73-96.
[10]欧进萍,丁建华.油缸间隙式阻尼器理论与试验研究.地震工程与工程振动,1999,19(4):82-89.
[11]王亚勇,等.北京饭店等重要建筑的消能减振抗震加固设计方法[J].建筑结构学报,2001,22(2):35-39.
[12]Makris N,Constantinou M C.V iscous Damper:Testing,Modeling and Application in V ibration of Seism ic Isolation[R].NCEER-90-0028,State Un iversity ofNew York at Buffalo,New York,1990.
[13]Taylor D P,Constantinou M C.Flu id dampers for applications of seism ic energy d issipation and seism ic isolation[EB/OL].http://www.taylo-rdevices.com/tayd.htm.
[14]FEMA273 and 274.NEHRP Gu idelines for the Seism ic Rehab ilitation of Bu ild ings[S].Federal Em ergencyManagem entAgency(FEMA),W ash-ington,D.C.,USA,1996.
[15]欧进萍,等.耗能减振结构的抗震设计方法[J].地震工程与工程振动,1998,18(2):98-107.
[16]吴斌.滞变型耗能减振体系的试验、分析和设计方法[D].哈尔滨:哈尔滨建筑大学,1998.
[17]G regg H and David L.Flu id viscous damp ing as an alternative to base isolation[EB/OL].http://www.taylordevices.com/tayd.htm.
[18]M iyamoto H K and ShollR E.D esign of steel pyram id using flu id viscous dampersw ith mom ent fram es[A].Proceed ings ofTall Bu ild ings Confer-ence[C].Los Angeles,Californ ia May 10,1996.
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