高层钢结构抗风抗震控制若干问题探讨
|
摘要
综合了高层钢结构抗风抗震控制的发展。阐述了高层钢结构水平位移指标设计限值有待于进一步探讨。指出了现代控制技术对高层钢结构风振舒适度控制及外伸臂对框架 -核心筒结构体系水平位移指标控制的实现。阐明了TMD/TLD及主动控制对高层钢结构抗风抗震控制的现实意义及发展。
Several problems in development of wind and earthquake resistant control for tall steel structure are introduced in the paper.It is set forth that the limit value of lateral deflection is remained to be discussed further.It is pointed out that wind vibration comfort control on tall steel structure by using modern control technique and the lateral deflection control on the frame_core wall structure by using outriggers can be realized.The realistic meaning and the development of the TMD/TLD and active control are described for anti_wind and anti_seismic control of tall steel structure.
Several problems in development of wind and earthquake resistant control for tall steel structure are introduced in the paper.It is set forth that the limit value of lateral deflection is remained to be discussed further.It is pointed out that wind vibration comfort control on tall steel structure by using modern control technique and the lateral deflection control on the frame_core wall structure by using outriggers can be realized.The realistic meaning and the development of the TMD/TLD and active control are described for anti_wind and anti_seismic control of tall steel structure.
引文
1 陈云波 .我国钢结构现状与发展途径 .建筑技术 ,1 997( 7) :4 77-4 79
2 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 .地震工程与工程振动 ,1998(3) :96 - 10 7
3 瞿伟廉等 .设置粘弹性阻尼器钢结构高层建筑抗震抗风设计的实用方法 .建筑结构学报 ,1998(3) :4 2 - 4 9
4 刘学利 ,李春祥 ,王肇民 .钢结构电视塔的风振控制研究 .工业建筑 ,1998(8) :34- 36
5 GuptaYP ,Chandrasekaren .Absorbersystemforearthquakeexci tation.Proc .4thWorldconf .Onearthq .Eng .,Santiago ,Chile ,196 9;II :139- 14 8
6 KayniaxAM ,VenezianoD ,BiggsJM .Seismiceffectivenessoftunedmassdampers.J.Struct.Div.,ASCE1 0 7,1 981 ;1 465-1 484
7 SladekJR ,KlingerRE .Effectoftuned_massdampersonseismicresponse .J.Struct.Div .,ASCE10 9,1983;2 0 0 4 - 2 0 0 9
8 WirschingPH ,YaoJTP .Safetydesignconceptforseismicstruc tures.Comput,Struct .,1973;3,80 9- 82 6
9 WirschingPH ,CampbellGW .Minimalstructuralresponseunderrandomexcitationusingvibrationabsorber .Earthq .Eng .Struct.Dyn .,1974 ;2 ,30 3- 312
10 DongRG .Vibration_absorbingeffectunderseismicexcitation .J.Struct .div .,ASCE10 2 ,1976 ;2 0 12 - 2 0 31
11 OhnoS ,WatariA ,SanoI.Optimumtuningofthedynamicdampertocontrolresponseofstructurestoearthquakegroundmotion .Proc .6thWorldconf.onearthq .eng .,NewDelli,India ,1977;3:157- 16 1
12 JagadishKS ,PrasadBKR ,RaoPV .Theinelasicvibrationab sorbersubjectedtoeathquakegroundmotion .Earthq .Eng .Struct.Dyn .1979;7,317- 32 6
13 VillaverdeR .Reductioninseismicresponsewithheavily_dampedvibrationabsorbers .Earthq .eng .struct .dyn .,1985;13,33- 4 2
14 VillaverdeR .Seismiccontrolofstructureswithdampedap pendages.Proc .lstWorldconf .onstructuralcontrol,3- 5Au gust ,LosAngeles ,California ,U .S .A .,1994 ;wp4 - 113- 119
15 VillaverdeR ,KoyamaLA .Dampedresonantappendagestoin creaseinherentdampinginbuildings .Earthq .eng .struct .dyn .,1993;2 2 ,4 91- 50 7
16 VillaveR ,MartinSC .Passiveseismiccontrolofcable_stayedbridgeswithdampedresonantappendages .Earthq .eng .struct.dyn .,1995;12 4 ,2 33- 2 4 6
17 SadekF ,MohrazB ,TalorAW ,ChungRM .Amethodofestimat ingtheparametersoftunedmassdamperforseismicapplications .Eathq .eng .struct.dyn .,1997;12 6 :6 17- 6 35
18 HousnerGW .Dynamicpressuresofacceleratedfludcontainers .Bull.SeismSoc .Am .,4 7,1975
19 VandiverJK ,MitomeS .Effectofliquidstoagetanksonthedy namicresponseofoffshoreplatform .AppliedOceanResearch ,1979(1) :6 7- 74
2 0 LeeSC ,ReddyDV .Frequencytuningofoffshoreplatformbyliq uidsloshing .AppliedOceanResearch ,1982 (4 ) :2 2 6 - 2 31
2 1 KareemA ,SunWJ .Stochasticresponseofstructurewithfluid_containingappendages .J .SoundandVibration ,1987;119(3) :389- 4 0 8
2 2 NakagakiR .Onnaturalvibrationanddampingeffectoftunedsloshingdamper.JSCEJ .Struct.Engrg .II ,1990 ,36A
2 3 张敏政 ,丁世文 ,郭 迅 .利用水箱减振的结构控制研究 .地震工程与工程振动 ,1993(1) :4 0 - 4 8
2 4 丁世文等 .多层双向水箱减振结构的地震模拟实验 .第四届全国地震工程会议论文集 ,哈尔滨 ,1994 .8,2 3- 2 6 ;2 :5- 10 0～ 5- 10 5
2 5 FujinoYetal.Tunedliquiddamper(TLD)forsuppressinghori zontalmotionofstructures .Engrg .Mech .,ASCE118,1992 (10 ) :2 0 17- 2 0 30
2 6 SunLMetal.Modelingoftunedliquiddamper(TLD) .J .WindEngrg .Indust.Aerodyn .,1992 ;4 3(1- 3) :1883- 1894
2 7 ModiVJ ,WeltF .Dampingofwindinducedoscillationsthroughliquidsloshing .J .WindEngrg .Indust .Aerodyn .,1 988;3 0 :85-94
2 8 YehH ,ReedD ,GardarssonS .Performanceoftunedliquiddampersunderlargeamplitudeexcitation .Proc .,SecondInt.Workshop ,onStruct.Control.1996 ;4 32 - 4 4 3
2 9 ReedD ,YuJ ,YehH ,GardarssonS .Investigatonoftunedliquiddampersunderlargeamplitudeexcitation .Engrg .Mech .,AS CE12 4 (4 ) ,1998;4 0 5- 4 13
30 ChungLL ,LinCC ,ChuSY .Optimaldirectoutputfeedbackofstructuralcontrol .J .eng .mech .,ASCE119(1) ,1993;2 157- 2 173
31 YangJN ,AkbarpourA ,GhaemmaghamiP .Newoptimalcontrolalgorithmsforstructuralcontrol.J .eng .mech .,ASCE113(9) ,136 9- 1386 (1987)
32 YangJN ,AkbarpourA ,AskarG .Effectoftimedelayoncontrolofseismic_excitedbuildings .J .Struct.Eng .,ASCE116 (10 ) ,1990 ;2 80 1- 2 814
33 李春祥 ,韩传峰 .建筑结构在地震作用下的主动控制时滞补偿探讨 .西安建筑科技大学学报 ,1998(2 ) :138- 14 1
34 李春祥 ,韩传峰 ,杨文勇 .建筑结构在风与地震作用下的时滞补偿主动控制算法 .山东建工学院学报 ,1997(4 ) :14 - 17
35 李春祥 ,刘艳霞 ,代玉娟 .结构振型控制系统的稳定性分析 .工程力学增刊 ,1997;2 0 5- 2 11
36 李春祥 ,刘艳霞 ,代玉娟 .高层建筑结构在风激励作用下的主动自适应控制算法 .高层 轻型 高耸钢结构的理论与工程技术进展 ,上海 :同济大学出版社
37 李春祥 ,刘艳霞 ,代玉娟 .高层建筑结构受风与地震作用的统一自适应主动控制 .同济大学学报 ,1998(4 ) :4 0 5- 4 0 9
38 李春祥 .随机激励下结构振动及其控制系统差分方程的统一模式 .振动与冲击 ,1998;17(3) :2 4 - 2 8
39 YangJN ,WuJC .ReihornAM ,RileyM ,SchmitendorfWE ,JabbriF .ExperimentalverificationofH∞andslidingmodecontrolforseismicallyexcitedbuilding .J .Struct.Eng .,ASCE12 2 ,1996 ;6 9- 75
40 YangJN ,WuJC ,AgrawalAK .Slidingmodecontrolofseismic_excitedlinearstructures .Engrg .Mech .,ASCE ,1995(12 ) :1386- 1390
4 1 YangJN ,WuJC ,AgrawalAK .Slidingmodecontrolofnonliearandhystereticstructures .Engrg .Mech ,ASCE ,1995(12 ) :1330 -1339
4 2 KoseIE ,SchemitendorfWE ,JabbariF ,YangJN .H∞ activeseismicresponsecontrolusingstaticoutputfeedback .J.eng ,mech .,ASCE12 2 (7) ,1996 ;6 51- 6 59
4 3 ChaseJG ,SmithHA .RobustH∞ controlconsideringactuatorsaturationI:theory .J .eng .mech .,ASCE12 2 ,1996 ;976 - 993
44 YangJN ,WuJC ,ReihornAM ,RileyM ,SchmitendorfWE ,JabbriF .ExperimentalverificationofH∞andslidingmodecontrolforseismicallyexcitedbuilding .J .Struct,Eng .,ASCE12 2 ,1996 ;6 9- 75
45 JabbriF .SchmitendorfWE ,YangJN .H∞controlforseismic_ex citedbuildingswithaccelerationfeedback .J .engmech .,AS CE12 1(9) ,1995;994 - 10 0 2
4 6 Schmitendorf,JabbariF ,YangJN .Robustcontroltechniquesforbuildingsunderearthquakeexcitation .Earthquakeengineeringandstructuraldynamics ,1994 ;2 3:539- 552
4 7 ChaseJG ,BrenemanSE ,SmithHA .RobustHstaticoutputfeedbackcontrolwithactuatorsaturation .J .Engrg ,Mech .,AS CE12 5,1999(2 ) :2 2 5- 2 33
48 刘 季 ,周 云 .结构抗震控制的研究与应用状况 (下 ) .地震工程与工程振动 ,1995(5) :1- 6
4 9 SoongTT ,HansonRD .State_of_theartofactivecontrolresearchintheU .S .Proc .ofUS/China/JapanTrilateral/Workshoponstructuralcontrol.Shanghai,China ,October 5- 7,1992 ;9- 18
50 SoongTT ,ReinhornAM .Casestudiesofactivecontrolandim plementionalissues .Proc .ofATC_17_1Seminaronseismic ,isola tion,Passiveenergydissipation ,andactivecontrol.Vol.2 ,SanFrancisco ,California ,March .,11_12 ,1993;70 1- 714
2 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 .地震工程与工程振动 ,1998(3) :96 - 10 7
3 瞿伟廉等 .设置粘弹性阻尼器钢结构高层建筑抗震抗风设计的实用方法 .建筑结构学报 ,1998(3) :4 2 - 4 9
4 刘学利 ,李春祥 ,王肇民 .钢结构电视塔的风振控制研究 .工业建筑 ,1998(8) :34- 36
5 GuptaYP ,Chandrasekaren .Absorbersystemforearthquakeexci tation.Proc .4thWorldconf .Onearthq .Eng .,Santiago ,Chile ,196 9;II :139- 14 8
6 KayniaxAM ,VenezianoD ,BiggsJM .Seismiceffectivenessoftunedmassdampers.J.Struct.Div.,ASCE1 0 7,1 981 ;1 465-1 484
7 SladekJR ,KlingerRE .Effectoftuned_massdampersonseismicresponse .J.Struct.Div .,ASCE10 9,1983;2 0 0 4 - 2 0 0 9
8 WirschingPH ,YaoJTP .Safetydesignconceptforseismicstruc tures.Comput,Struct .,1973;3,80 9- 82 6
9 WirschingPH ,CampbellGW .Minimalstructuralresponseunderrandomexcitationusingvibrationabsorber .Earthq .Eng .Struct.Dyn .,1974 ;2 ,30 3- 312
10 DongRG .Vibration_absorbingeffectunderseismicexcitation .J.Struct .div .,ASCE10 2 ,1976 ;2 0 12 - 2 0 31
11 OhnoS ,WatariA ,SanoI.Optimumtuningofthedynamicdampertocontrolresponseofstructurestoearthquakegroundmotion .Proc .6thWorldconf.onearthq .eng .,NewDelli,India ,1977;3:157- 16 1
12 JagadishKS ,PrasadBKR ,RaoPV .Theinelasicvibrationab sorbersubjectedtoeathquakegroundmotion .Earthq .Eng .Struct.Dyn .1979;7,317- 32 6
13 VillaverdeR .Reductioninseismicresponsewithheavily_dampedvibrationabsorbers .Earthq .eng .struct .dyn .,1985;13,33- 4 2
14 VillaverdeR .Seismiccontrolofstructureswithdampedap pendages.Proc .lstWorldconf .onstructuralcontrol,3- 5Au gust ,LosAngeles ,California ,U .S .A .,1994 ;wp4 - 113- 119
15 VillaverdeR ,KoyamaLA .Dampedresonantappendagestoin creaseinherentdampinginbuildings .Earthq .eng .struct .dyn .,1993;2 2 ,4 91- 50 7
16 VillaveR ,MartinSC .Passiveseismiccontrolofcable_stayedbridgeswithdampedresonantappendages .Earthq .eng .struct.dyn .,1995;12 4 ,2 33- 2 4 6
17 SadekF ,MohrazB ,TalorAW ,ChungRM .Amethodofestimat ingtheparametersoftunedmassdamperforseismicapplications .Eathq .eng .struct.dyn .,1997;12 6 :6 17- 6 35
18 HousnerGW .Dynamicpressuresofacceleratedfludcontainers .Bull.SeismSoc .Am .,4 7,1975
19 VandiverJK ,MitomeS .Effectofliquidstoagetanksonthedy namicresponseofoffshoreplatform .AppliedOceanResearch ,1979(1) :6 7- 74
2 0 LeeSC ,ReddyDV .Frequencytuningofoffshoreplatformbyliq uidsloshing .AppliedOceanResearch ,1982 (4 ) :2 2 6 - 2 31
2 1 KareemA ,SunWJ .Stochasticresponseofstructurewithfluid_containingappendages .J .SoundandVibration ,1987;119(3) :389- 4 0 8
2 2 NakagakiR .Onnaturalvibrationanddampingeffectoftunedsloshingdamper.JSCEJ .Struct.Engrg .II ,1990 ,36A
2 3 张敏政 ,丁世文 ,郭 迅 .利用水箱减振的结构控制研究 .地震工程与工程振动 ,1993(1) :4 0 - 4 8
2 4 丁世文等 .多层双向水箱减振结构的地震模拟实验 .第四届全国地震工程会议论文集 ,哈尔滨 ,1994 .8,2 3- 2 6 ;2 :5- 10 0～ 5- 10 5
2 5 FujinoYetal.Tunedliquiddamper(TLD)forsuppressinghori zontalmotionofstructures .Engrg .Mech .,ASCE118,1992 (10 ) :2 0 17- 2 0 30
2 6 SunLMetal.Modelingoftunedliquiddamper(TLD) .J .WindEngrg .Indust.Aerodyn .,1992 ;4 3(1- 3) :1883- 1894
2 7 ModiVJ ,WeltF .Dampingofwindinducedoscillationsthroughliquidsloshing .J .WindEngrg .Indust .Aerodyn .,1 988;3 0 :85-94
2 8 YehH ,ReedD ,GardarssonS .Performanceoftunedliquiddampersunderlargeamplitudeexcitation .Proc .,SecondInt.Workshop ,onStruct.Control.1996 ;4 32 - 4 4 3
2 9 ReedD ,YuJ ,YehH ,GardarssonS .Investigatonoftunedliquiddampersunderlargeamplitudeexcitation .Engrg .Mech .,AS CE12 4 (4 ) ,1998;4 0 5- 4 13
30 ChungLL ,LinCC ,ChuSY .Optimaldirectoutputfeedbackofstructuralcontrol .J .eng .mech .,ASCE119(1) ,1993;2 157- 2 173
31 YangJN ,AkbarpourA ,GhaemmaghamiP .Newoptimalcontrolalgorithmsforstructuralcontrol.J .eng .mech .,ASCE113(9) ,136 9- 1386 (1987)
32 YangJN ,AkbarpourA ,AskarG .Effectoftimedelayoncontrolofseismic_excitedbuildings .J .Struct.Eng .,ASCE116 (10 ) ,1990 ;2 80 1- 2 814
33 李春祥 ,韩传峰 .建筑结构在地震作用下的主动控制时滞补偿探讨 .西安建筑科技大学学报 ,1998(2 ) :138- 14 1
34 李春祥 ,韩传峰 ,杨文勇 .建筑结构在风与地震作用下的时滞补偿主动控制算法 .山东建工学院学报 ,1997(4 ) :14 - 17
35 李春祥 ,刘艳霞 ,代玉娟 .结构振型控制系统的稳定性分析 .工程力学增刊 ,1997;2 0 5- 2 11
36 李春祥 ,刘艳霞 ,代玉娟 .高层建筑结构在风激励作用下的主动自适应控制算法 .高层 轻型 高耸钢结构的理论与工程技术进展 ,上海 :同济大学出版社
37 李春祥 ,刘艳霞 ,代玉娟 .高层建筑结构受风与地震作用的统一自适应主动控制 .同济大学学报 ,1998(4 ) :4 0 5- 4 0 9
38 李春祥 .随机激励下结构振动及其控制系统差分方程的统一模式 .振动与冲击 ,1998;17(3) :2 4 - 2 8
39 YangJN ,WuJC .ReihornAM ,RileyM ,SchmitendorfWE ,JabbriF .ExperimentalverificationofH∞andslidingmodecontrolforseismicallyexcitedbuilding .J .Struct.Eng .,ASCE12 2 ,1996 ;6 9- 75
40 YangJN ,WuJC ,AgrawalAK .Slidingmodecontrolofseismic_excitedlinearstructures .Engrg .Mech .,ASCE ,1995(12 ) :1386- 1390
4 1 YangJN ,WuJC ,AgrawalAK .Slidingmodecontrolofnonliearandhystereticstructures .Engrg .Mech ,ASCE ,1995(12 ) :1330 -1339
4 2 KoseIE ,SchemitendorfWE ,JabbariF ,YangJN .H∞ activeseismicresponsecontrolusingstaticoutputfeedback .J.eng ,mech .,ASCE12 2 (7) ,1996 ;6 51- 6 59
4 3 ChaseJG ,SmithHA .RobustH∞ controlconsideringactuatorsaturationI:theory .J .eng .mech .,ASCE12 2 ,1996 ;976 - 993
44 YangJN ,WuJC ,ReihornAM ,RileyM ,SchmitendorfWE ,JabbriF .ExperimentalverificationofH∞andslidingmodecontrolforseismicallyexcitedbuilding .J .Struct,Eng .,ASCE12 2 ,1996 ;6 9- 75
45 JabbriF .SchmitendorfWE ,YangJN .H∞controlforseismic_ex citedbuildingswithaccelerationfeedback .J .engmech .,AS CE12 1(9) ,1995;994 - 10 0 2
4 6 Schmitendorf,JabbariF ,YangJN .Robustcontroltechniquesforbuildingsunderearthquakeexcitation .Earthquakeengineeringandstructuraldynamics ,1994 ;2 3:539- 552
4 7 ChaseJG ,BrenemanSE ,SmithHA .RobustHstaticoutputfeedbackcontrolwithactuatorsaturation .J .Engrg ,Mech .,AS CE12 5,1999(2 ) :2 2 5- 2 33
48 刘 季 ,周 云 .结构抗震控制的研究与应用状况 (下 ) .地震工程与工程振动 ,1995(5) :1- 6
4 9 SoongTT ,HansonRD .State_of_theartofactivecontrolresearchintheU .S .Proc .ofUS/China/JapanTrilateral/Workshoponstructuralcontrol.Shanghai,China ,October 5- 7,1992 ;9- 18
50 SoongTT ,ReinhornAM .Casestudiesofactivecontrolandim plementionalissues .Proc .ofATC_17_1Seminaronseismic ,isola tion,Passiveenergydissipation ,andactivecontrol.Vol.2 ,SanFrancisco ,California ,March .,11_12 ,1993;70 1- 714
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心