引文
[1]K asa i K,M unsh i J A,L a i M L,et a l.V iscoe lasticdam per hysteretic m ode l,theory,experim en t and ap-p lication[A].P roceed ing ofATC-17-1 on Se ism ic Iso-lation,Pass ive Energy D iss ipation and A ctive Con tro l[C].C a liforn ia:[s.n.],1993.521-532
[2]刘棣华.粘弹阻尼减振降噪应用技术[M].北京:宇航出版社,1990.49-50
[3]R obertD.H anson,IanD.A iken,D oug las K.N im s,eta l.S tate-of-the-art and state-of-the-practice in se is-m ic energy d iss ipation[A].P roceed ing of ATC-17-1sem inar on Se ism ic Iso lation,Pass ive Energy D iss ipa-tion and A ctive Con tro l[C].C a liforn ia:[s.n.],1993.449-471
[4]Sheng-Jin Chen,F ang Chou.T esting and ana lys is ofa stee l fram e w ith v iscoe lastic dam pers[A].E leven thW orld Con ference on E arthquake Eng ineering[C].A-capu lco M ex ico:[s.n.],1996
[5]T akayuk i et a l.P ractica l app lication of h igh-dam p ingrubber dam pers to a slender bu ild ing[A].E leven thW orld Con ference on E arthquake Eng ineering[C].A-capu lco M ex ico:[s.n.],1996
[6]Sheng-yun H sn,A posto los F atitis.Se ism ic ana lys isdes ign of fram e w ith v iscoe lastic connections[J].Journa l of S tructura l Eng ineering.1992,118(9):1955-1973
[7]周锡元,吴育才.工程抗震的新发展[M].北京:清华大学出版社,暨南大学出版社,2002.130-133
[8]朱航征.建筑物减震与隔震装置的开发与应用[J].建筑技术开发,2001,28(9):53-57
[9]张国镇,李森楠.壁式粘弹性阻尼器于建筑结构之应用[J].结构工程(台湾),2004,19(3):29-41
[10]N obuh iko HAG IW ARA,Satsuya SODA,H isaak iLM AZATO,et a l.Experim en ta l study on a tem pera-ture con tro l system for v iscoe lastic dam pers[A].13thW orld Con ference on E arthquake Eng ineering[C].V ancouver,B.C.,C anada:[s.n.],2004.1384
[11]陈月明,刘季.杠杆粘弹阻尼器(LVES)及其受控结构的试验研究[A].第一届全国结构控制会议论文集[C].承德:[s.n.],1998.277-281
[12]吴波,李惠.液压粘弹性控制系统对建筑结构抗震控制的研究[J].地震工程与工程振动,1996,16(2):67-75
[13]周云,邓雪松,徐赵东.铅粘弹性阻尼器性能试验研究[J].地震工程与工程振动,2001,21(1):139-144
[14]魏文晖,瞿伟廉,卢哲安.粘弹性-摩擦阻尼器在底部框架砌体结构抗震加固中的控制应用[J].地震工程与工程振动,2002,22(2):154-157
[15]Chang K C,L a iM L,Soong T T,et a l.Se ism ic be-hav ior and des ign gu ide lines for stee l fram e structuresw ith added v iscoe lastic dam per[R].NCEER 93-0009,N ationa l C en ter for E arthquake Eng ineering R e-search,Bu ffa lo,NY.1993
[16]K azuh isa ISH IKAW A et a l.JSS IM anua l for bu ild ingpass ive con tro l techno logy part-5 Perform ance andqua lity con tro l of v iscoe lastic dam pers[A].13thW orld Con ference on E arthquake Eng ineering[C].V ancouver,B.C.,C anada:[s.n.],2004.1449
[17]O sh iak i FU JIM OTO,E iich i INA I,Sheng YANG.Shak ing tab le of one-th ird sca le three-story stee lfram es w ith pass ive dam p ing system[A].13th W orldCon ference on E arthquake Eng ineering[C].V ancou-ver,B.C.,C anada:[s.n.],2004.1343
[18]K irekaw a A,Ito Y,A sano K.A study of structura lcon tro l us ing v iscoe lastic m ateria l[A].T en th W orldCon ference on E arthquake Eng ineering[C].B a lkem a,R otterdam:[s.n.],1992.2047-2054
[19]A iken,l.D.,K e lly,J.M.E arthquake s im jlator test-ing and ana lytica l stud ies of tw o energy-absorb ing sys-tem s for m u ltistorey structures[R].R eport UCB/EERC-90/03,U n ivers ity C a liforn ia at B erke ley,1990
[20]周云,徐赵东,邓雪松.粘弹性阻尼器的性能试验研究[J].振动与冲击,2001,20(3):71-75
[21]欧进萍,邹向阳.粘弹性耗能器的性能试验研究[J].振动与冲击,1999,18(3):12-19
[22]吴波,郭安薪.粘弹性阻尼器的性能研究[J].地震工程与工程振动,1998,18(2):108-116
[23]周光泉,刘孝敏.粘弹性理论[M].合肥:中国科学技术大学出版社,1996.8-23
[24]徐赵东,赵铁鸿,周云.粘弹性阻尼器的等效标准固体模型[J].建筑结构,2001,31(3):67-69
[25]R.H.Zhang,T.T.Soong.Se ism ic response of stee lfram e structures w ith added v iscoe lastic dam pers[J].E arthquake Eng ineering and S tructure D ynam ics,1989,(8):389-396
[26]K azuh iko KA SA I,Y o ji OOK I,K engo AM EM IYA,et a l.JSS I m anua l for bu ild ing pass ive con tro l tech-no logy part-9 tim e-h istory ana lys is m ode l for v is-coe lastic dam pers[A].13th W orld Con ference onE arthquake Eng ineering[C].V ancouver,B.C.,C anada:[s.n.],2004.1507
[27]C.S.T sa i.T em perature effect of v iscoe lastic dam persduring earthquakes[J].Journa l of S tructura l Eng i-neering.1994,120(2):394-409
[28]L in,R.C.,L iang.Z,T.T.Soong,et a l.A n experi-m en ta l study on se ism ic behav ior of v iscoe lastica llydam ped structures[J].Eng ineering S tructure.1991,(12):75-84
[29]Chang,K.C.Soong,T.T.O h,S.T.,et a l.E ffectof am b ien t tem perature on se ism ic response of 2/5%—sca le stee l structure w ith added v iscaclastic dam pers[R].T echn ica l R eport NCEER 91-0012.N ationa lC en ter for E arthquake Eng ineering R esearch.Bu ffa-lo,N.Y.1991
[30]Chang.K.C.,Soong.T.T.,O h.S.T.,et a l.E f-fect of am b ien t tem perature on a v iscoe lastica llydam ped structure[J].Journa l of S tructura l Eng ineer-ing.1992,118(7):1955-1973
[31]Chang.K.C.,Soong.T.T.,O h.S.T.,et a l.Se ism icbehav ior of stee l fram e w ith added v iscoe lasticdam pers[J].Journa l of S tructura l Eng ineering.1995,121(10):1418-1426
[32]K irekaw a,A.,Ito,Y.,A sano,K.A study of struc-tura l con tro l us ing v iscoe lastic m ateria l[A].P roc.T en th W orld Con ference on E arthquake Eng ineering[C].B a lkem a,R otteradam:[s.n.],1992.2047-2054
[33]B ergm an,D.M.,H anson,R.D.V iscoe lastic m e-chan ica l dam p ing dev ices tested at rea l earthquake d is-p lacem en ts[J].E arthquake Spectra,1993,9(3):389-417
[34]邹向阳,欧进萍.粘弹性耗能器的性能与结构减振试验研究[J].振动工程学报,1999,12(3):237-243
[35]K.C.Chang,S.J.Chen,M.L.L a i.Ine lastic behav iorof stee l fram es w ith added v iscoe lastic dam pers[J].Journa l of S tructura l Eng ineering,1996,122(10):1178-1186
[36]郝东山,秦洪涛,叶于政.足尺钢框架结构附加耗能减震阻尼装置的试验研究[J].工程抗震,1994,(3):15-18
[37]L a i,M.L.,Chang.K.C.,Soong.T.T.,et a l.Fu ll-sca le v iscoe lastica lly dam ped stee l fram e[J].Journa lof S tructura l Eng ineering.1995,121(10):1443-1447
[38]K uo-Chun Chang,Y u-Y uan L in.Se ism ic response offu ll-sca le structure w ith added v iscoe lastic dam pers[J].Journa l of S tructura l Eng ineering.2004,130(4):600-608
[39]Fou tch,D.A.,W ood,S.L.,B rady,P.A.Se ism icretrofit ofm onductile re in forced concrete fram es us ingv iscoe lastic dam pers[A].P roceed ing of ATC-17-1sem inar on Se ism ic Iso lation,Pass ive Energy D iss ipa-tion and A ctive Con tro l[C].C a liforn ia:[s.n.],1993.605-616
[40]R.F.Lobo,J.M.B racc i,K.L.Shen,et a l.Ine lasticresponse of re in forced concrete structures w ith v is-coe lastic braces[J].E arthquake Spectra,1993,9(3):419-446
[41]Chang K C,Shen K C,Soong T T,et a l.Se ism icretrofit of a re in forced concrete fram e w ith added v is-coe lastic dam pers[A].5th N ationa l Con ference onE arthquake Eng ineering[C].Ch icago.IL:[s.n.],1994
[42]徐赵东,赵鸿铁,沈亚鹏,等.粘弹性阻尼结构的振动台试验[J].建筑结构学报,2001,22(3):6-10
[43]T.T.Soong,M.L.L a i.Corre lation of experim en ta lresu lts and pred ictions of v iscoe lastic dam p ing of am ode l structure[A].P roceed ings of D am p ing[C].San D iego,C a liforn ia:[s.n.],1991.1-9
[44]Chris.P.,Shy R ong T..Hybrid con tro l us ing v is-coe lastic dam pers and active con tro ls for se ism ic struc-ture[A].F irst W orld Con ference on S tructura l Con-tro l[C].Los.A nge les:[s.n.],1994
[45]R.F.Lobo,J.M.B racc i,K.L.Shen,et a l.Ine lasticresponse of R/C structures w ith v iscoe lastic braces[J].E arthquake Spectra,1993,9(3):419-446
[46]GB 50011-2001,建筑抗震设计规范[S]
[47]周云.建筑耗能减震新技术与新体系[D].哈尔滨:哈尔滨建筑大学,1996
[48]欧进萍,吴斌,龙旭.耗能减振结构的抗震分析与设计方法[J].振动工程学报,1998,12(2):202-209
[49]W arburton G B,Son i S R.E rror in response ca lcu la-tion for non-class ica lly dam ped structures[J].E arth-quake Eng ineering and S tructura l D ynam ics,1977,(5):365-376
[50]崔峰,蒋永生,刘文峰.对耗能减震结构强振型分解反应谱法的统计分析[J].工程抗震.2002,9(3):16-20
[51]R.D.H anson,T.T.Soong.Se ism ic D es ign w ith Sup-p lem en ta l Energy D iss ipation D ev ices[M].O ak land,C a liforn ia:E atthquake Eng ineering R esearch Insti-tu te,2001.48-49
[52]常业军,程文氵襄,隋杰英,等.钢筋混凝土框-剪结构采用粘弹性阻尼器的减震设计[J].东南大学学报,2002,32(5):733-736
[53]隋杰英,袁涌,程文氵襄,等.底层商用六层住宅楼采用粘弹性阻尼器的设计研究[J].建筑结构,2001,31(7):57-59
[54]魏文晖,瞿伟廉,杨志勇.VED人字型支撑结构体系非线性地震反应控制分析[J].武汉工业大学学报,2000,22(3):24-27
[55]张玉良,汤昱川,张铜生.设置速度相关型阻尼器减震结构非线性时程分析[J].建筑结构,2004,34(3):66-69
[56]胡卫兵,何建.粘弹性阻尼器控制的框架结构弹塑性地震响应分析[J].振动与冲击,2004,23(1):78-82
[57]何政,欧进萍.钢筋混凝土耗能减震结构的地震损伤简化分析方法[J].地震工程与工程振动,2001,21(4):74-81
[58]Chang K.C.,Soong,T.T.,L a i,M.L.,et a l.D e-ve lopm en t of a des ign procedure for structure w ithadded v iscoe lastic dam per[A].P roc.ATC-17-1 onSe ism ic Iso lation,Energy D iss ipation and A ctive Con-tro l[C].C a liforn ia:[s.n.],1993.473-484
[59]吴波,郭安薪,李惠.安装被动耗能装置的结构的抗震设计方法[J].世界地震工程,1998,14(4):41-48
[60]Zhang,R.H.,T.T.Soong.Se ism ic des ign of v is-coe lastic dam pers for structura l app lications[J].Jour-na l of S tructure Eng ineering,1992,118(5):1375-1392
[61]周云,徐赵东,邓雪松.粘弹性阻尼结构中阻尼器的优化设置[J].世界地震工程,1998,14(3):15-20
[62]徐赵东,刘军生,赵鸿铁等.随机地震作用下阻尼器的优化设置[J].世界地震工程,2000,16(4):78-81
[63]张琴,楼文娟,陈勇.粘弹性阻尼器位置优化目标函数及其实现方法[J].工业建筑,2003,33(6):10-13
[64]黄铭枫,唐家祥.高层建筑粘弹性阻尼器的优化设置[J].华中科技大学学报,2001,29(11):73-75
[65]M asah ito K IBAYA SH I1,K azuh iko KA SA I2,Y a-sukazu TSU JI3,et a l.JSS I M anua l for bu ild ing pas-s ive con tro l techno logy part-2 criteria for im p lem en ta-tion of energy d iss ipation dev ices[A].13th W orldCon ference on E arthquake Eng ineering[C].V ancou-ver,B.C.,C anada:[s.n.],2004.2990
[66]周云,徐赵东,赵鸿铁.粘弹性阻尼结构的性能、分析方法及工程应用[J].地震工程与工程振动,1998,18(3):96-107
[67]罗烈,胡强.钢电视塔采用悬挂水箱和粘弹性阻尼器风振控制的实测研究[J].特种结构,2004,21(3):45-49
[68]陈水生,孙炳楠,胡隽.粘弹性阻尼器对斜拉桥拉索的振动控制研究[J].土木工程学报,2002,35(6):59-65
[69]张蔚,李爱群,裴友法.减震技术在江苏省建筑工程中的推广应用[J].工程抗震与加固改造,2005,27(2):23-26