软钢阻尼器耗能减震结构的研究与应用综述
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摘要
对软钢阻尼器消能减震结构进行了综述,包括国内外软钢阻尼器研究与应用状况,软钢阻尼器耗能减震结构体系的分析与设计方法及标准化发展,并提出了软钢阻尼器耗能减震技术有待进一步研究的若干问题。
It is summarized that the passive energy dissipation systems of mild steel damper,including the studies and applications of the new techniques both at home and abroad;the performance,design methods and codes of structure systems with energy dissipaters.Some problems to be further studied are presented.
It is summarized that the passive energy dissipation systems of mild steel damper,including the studies and applications of the new techniques both at home and abroad;the performance,design methods and codes of structure systems with energy dissipaters.Some problems to be further studied are presented.
引文
1 Yao J T P.Concept of Structure Control.Journal of the StructureDivision,ASECE,1972,98(7):1 567-1 574
2 Kelly J M,Skinner R I,Heine A J.Mechanisms of Energy Absorption in工业建筑2006年第36卷第9期Special Devices for Use in Earthquake Resistant Structures.Bulletin ofNew Zealand National Society for Earthquake Engineering,1972,5(3):63-88
3 Skinney R I,Kelly J M,Heine A J.Hysteresis Dampers for EarthquakeResistant Structures.Earthquake Engineering and Structural Dynamics,1975,3:287-296
4 Skinney R I,Kelly J M,Heine A J,et al.Hysteresis Dampers for theProtection of Structures from Earthquakes.Bulletin of New ZealandNational Society for Earthquake Engineering,1980,13(1):22-26
5 Tyler R G.Tapered Steel Energy Dissipators for Earthquake ResistantStructures.Bulletin of New Zealand National Society for EarthquakeEngineering,1978,11(4):282-294
6 Tyler R G.Further Notes on Steel Energy-Absorbing Element for BracedFrameworks.Bulletin of New Zealand Society for EarthquakeEngineering,1985,18(3):270-279
7 Stiemer S F,Godden W G,Kelly J M.Experimental Behavior of aSpecial Piping System with Steel Energy Absorbers Subjected toSimulated Differential Seismic Input:[Report No.UCB/EERC-81-09].Berkeley:University of California at Berkeley,1981
8 Whittaker A S,Bertero V V,Thompson C L,et al.Seismic Testing ofSteel Plate Energy Dissipation Devices.Earthquake Spectra,1991,7(4):563-604
9 Whittaker A S.Tentative General Requirements for the Design andConstruction of Structures Incorporating Discrete Passive EnergyDissipation Devices//Proceedings of 5th US-Japan Workshop onImprovement of Building Structural Design and Construction Practices.ATC 15-4,San Diego,CA,1992
10 Whittaker A Aiken,I Bergman D,Clark P,et al.Code Requirementsfor the Design and Implementation of Passive Energy DissipationSystems//Proceedings of ATC-17-1 on Seismic Isolation,PassiveEnergy Dissipation and Active Control.1993:497-508
11 Tsai K C,Hong C P.Steel Triangular Plate Energy Absorber forEarthquake Resistant Buildings//Proceedings of 1st World Congress onConstructional Steel Design.Mexico:1992
12 Tsai K C,Chen H W,Hong C P,et al.Design of Steel Triangular PlateEnergy Absorbers for Seismic-Resistant Construction.EarthquakeSpectra,1993,9(3):505-528
13 Brown A P,Aiken I D,Jafarzadeh F J.Buckling Restrained BracesProvide the Key to the Seismic Retrofit of the Wallace Bennett FederalBuilding.Modern Steel Construction,2001:29-37
14汪家铭,中岛正爱.屈曲约束支撑体系的应用与研究进展.建筑钢结构进展,2005(1):1-13
15王光远.高耸结构风振控制//高耸结构学术交流会论文集.[出版地不详].1980
16高健章,叶瑞孝.含金属消能片斜撑之研究.中国土木水利学刊,1995,7(1)
17欧进萍,吴斌.组合钢板耗能器———一种新型耗能减震装置.地震工程与工程振动,1997(3):32-39
18周云,刘季.圆环耗能器的试验研究.世界地震工程,1996,12(4)
19周云,刘季.双环软钢耗能器的试验研究.地震工程与工程振动,1999(6):117-123
20周云,刘季.加劲圆环耗能器性能的试验研究.地震工程与工程振动,1999(9):115-120
21邢书涛,郭迅.一种新型软钢阻尼器力学性能和减震效果的研究.地震工程与工程振动,2003(12):179-186
22李玉顺,大井谦一,沈世钊.钢框架结构软钢阻尼器振动控制的试验及理论研究.建筑结构学报,2004(4):1-7
23 Whittaker A S,Bertero V V,Alonson L J,et al.Earthquake SimulatorTesting of Steel Plate Added Damping and Stiffness Elements:[ReportUEC/EERC-89/02].Berkeley:Earthquake Engineering ResearchCenter,University of California at Berkeley,1989
24 Tena-Colunga A.Mathematical Modeling of the ADAS EnergyDissipation Device.Engineering Structures,1997,19(10):811-821
25 Dargush G F,Soong T T.Behavior of Metallic Plate Dampers in SeismicPassive Energy Dissipation System.Earthquake Spectra,1995,11(4):545-568
26 Krieg R D.A Practical Two Surface Plasticity Theory.J.Appl.Mech.,ASME,1975
27 Banerjee P K,Wison R B,Raveendra S T.Advanced Applications ofBEM to Three-Dimentional Problems of Monotonic and Cyclic Plasticity.Int.J.Mech Sci,1987,29(9):637-653
28 Tsai C S,Tsai K C.TPEA Device as Seismic Damper for High-RiseBuildings.Journal of Engineering Mechanics,ASCE,1994,121(10):1 075-1 081
29高梨晃一,大井谦一.铁骨造建物の地震应答观测(第1部分).生产研究,1996,35(9)
30李冀龙,欧进萍.X型和三角形钢板阻尼器的阻尼力模型(Ⅰ).世界地震工程,2004(3):10-16
31李冀龙,欧进萍.X型和三角形钢板阻尼器的阻尼力模型(Ⅱ).世界地震工程,2004(6):129-133
32李玉顺,大井谦一,沈世钊.极低屈服点软钢阻尼器恢复力模型的研究.世界地震工程,2004(6):142-145
33 Yamanouchi H.Performance-Based Engineering for Structural Design ofBuilding.Building Research Institute,2000
34 Medhekar M S,Kennedy D T L.Displacement-Based Seismic Design ofBuilding-Theory.Engineering Structures,2000,22:201-209
35 Park Y J,Ang A H S.Mechanistic Seismic Damage Method forReinforced Concrete.Journal of Structure Engineering,1985(4):772-739
36 SEAOC Vision 2000 Committee.Performance-Based Seismic Engineering.Report Prepared by Structural Engineering Association of California,Sacramento,California,U.S.A,1995
37 Applied Technology Council.Seismic Evaluation and Retrofit ofConcrete Building.ATC-40,Redwood City,1996
38 FEMA273,FEMA274.NEHRP Commentary on the Guidelines for theRehabilitation of Building.Federal Emergency Management Agency,Washington D.C,1996
39 FEMA450.NEHRP Recommended Provisions for Seismic Regulations forNew Buildings and Other Structures.Building Seismic Safety Council,National Institute of Building Sciences,Washington,D.C,2004
40日本建筑学会.钢筋コソクリト造建物の韧性保证型耐震设计指针(案).同解说,1997
41 GB 50011-2001建筑抗震设计规范
2 Kelly J M,Skinner R I,Heine A J.Mechanisms of Energy Absorption in工业建筑2006年第36卷第9期Special Devices for Use in Earthquake Resistant Structures.Bulletin ofNew Zealand National Society for Earthquake Engineering,1972,5(3):63-88
3 Skinney R I,Kelly J M,Heine A J.Hysteresis Dampers for EarthquakeResistant Structures.Earthquake Engineering and Structural Dynamics,1975,3:287-296
4 Skinney R I,Kelly J M,Heine A J,et al.Hysteresis Dampers for theProtection of Structures from Earthquakes.Bulletin of New ZealandNational Society for Earthquake Engineering,1980,13(1):22-26
5 Tyler R G.Tapered Steel Energy Dissipators for Earthquake ResistantStructures.Bulletin of New Zealand National Society for EarthquakeEngineering,1978,11(4):282-294
6 Tyler R G.Further Notes on Steel Energy-Absorbing Element for BracedFrameworks.Bulletin of New Zealand Society for EarthquakeEngineering,1985,18(3):270-279
7 Stiemer S F,Godden W G,Kelly J M.Experimental Behavior of aSpecial Piping System with Steel Energy Absorbers Subjected toSimulated Differential Seismic Input:[Report No.UCB/EERC-81-09].Berkeley:University of California at Berkeley,1981
8 Whittaker A S,Bertero V V,Thompson C L,et al.Seismic Testing ofSteel Plate Energy Dissipation Devices.Earthquake Spectra,1991,7(4):563-604
9 Whittaker A S.Tentative General Requirements for the Design andConstruction of Structures Incorporating Discrete Passive EnergyDissipation Devices//Proceedings of 5th US-Japan Workshop onImprovement of Building Structural Design and Construction Practices.ATC 15-4,San Diego,CA,1992
10 Whittaker A Aiken,I Bergman D,Clark P,et al.Code Requirementsfor the Design and Implementation of Passive Energy DissipationSystems//Proceedings of ATC-17-1 on Seismic Isolation,PassiveEnergy Dissipation and Active Control.1993:497-508
11 Tsai K C,Hong C P.Steel Triangular Plate Energy Absorber forEarthquake Resistant Buildings//Proceedings of 1st World Congress onConstructional Steel Design.Mexico:1992
12 Tsai K C,Chen H W,Hong C P,et al.Design of Steel Triangular PlateEnergy Absorbers for Seismic-Resistant Construction.EarthquakeSpectra,1993,9(3):505-528
13 Brown A P,Aiken I D,Jafarzadeh F J.Buckling Restrained BracesProvide the Key to the Seismic Retrofit of the Wallace Bennett FederalBuilding.Modern Steel Construction,2001:29-37
14汪家铭,中岛正爱.屈曲约束支撑体系的应用与研究进展.建筑钢结构进展,2005(1):1-13
15王光远.高耸结构风振控制//高耸结构学术交流会论文集.[出版地不详].1980
16高健章,叶瑞孝.含金属消能片斜撑之研究.中国土木水利学刊,1995,7(1)
17欧进萍,吴斌.组合钢板耗能器———一种新型耗能减震装置.地震工程与工程振动,1997(3):32-39
18周云,刘季.圆环耗能器的试验研究.世界地震工程,1996,12(4)
19周云,刘季.双环软钢耗能器的试验研究.地震工程与工程振动,1999(6):117-123
20周云,刘季.加劲圆环耗能器性能的试验研究.地震工程与工程振动,1999(9):115-120
21邢书涛,郭迅.一种新型软钢阻尼器力学性能和减震效果的研究.地震工程与工程振动,2003(12):179-186
22李玉顺,大井谦一,沈世钊.钢框架结构软钢阻尼器振动控制的试验及理论研究.建筑结构学报,2004(4):1-7
23 Whittaker A S,Bertero V V,Alonson L J,et al.Earthquake SimulatorTesting of Steel Plate Added Damping and Stiffness Elements:[ReportUEC/EERC-89/02].Berkeley:Earthquake Engineering ResearchCenter,University of California at Berkeley,1989
24 Tena-Colunga A.Mathematical Modeling of the ADAS EnergyDissipation Device.Engineering Structures,1997,19(10):811-821
25 Dargush G F,Soong T T.Behavior of Metallic Plate Dampers in SeismicPassive Energy Dissipation System.Earthquake Spectra,1995,11(4):545-568
26 Krieg R D.A Practical Two Surface Plasticity Theory.J.Appl.Mech.,ASME,1975
27 Banerjee P K,Wison R B,Raveendra S T.Advanced Applications ofBEM to Three-Dimentional Problems of Monotonic and Cyclic Plasticity.Int.J.Mech Sci,1987,29(9):637-653
28 Tsai C S,Tsai K C.TPEA Device as Seismic Damper for High-RiseBuildings.Journal of Engineering Mechanics,ASCE,1994,121(10):1 075-1 081
29高梨晃一,大井谦一.铁骨造建物の地震应答观测(第1部分).生产研究,1996,35(9)
30李冀龙,欧进萍.X型和三角形钢板阻尼器的阻尼力模型(Ⅰ).世界地震工程,2004(3):10-16
31李冀龙,欧进萍.X型和三角形钢板阻尼器的阻尼力模型(Ⅱ).世界地震工程,2004(6):129-133
32李玉顺,大井谦一,沈世钊.极低屈服点软钢阻尼器恢复力模型的研究.世界地震工程,2004(6):142-145
33 Yamanouchi H.Performance-Based Engineering for Structural Design ofBuilding.Building Research Institute,2000
34 Medhekar M S,Kennedy D T L.Displacement-Based Seismic Design ofBuilding-Theory.Engineering Structures,2000,22:201-209
35 Park Y J,Ang A H S.Mechanistic Seismic Damage Method forReinforced Concrete.Journal of Structure Engineering,1985(4):772-739
36 SEAOC Vision 2000 Committee.Performance-Based Seismic Engineering.Report Prepared by Structural Engineering Association of California,Sacramento,California,U.S.A,1995
37 Applied Technology Council.Seismic Evaluation and Retrofit ofConcrete Building.ATC-40,Redwood City,1996
38 FEMA273,FEMA274.NEHRP Commentary on the Guidelines for theRehabilitation of Building.Federal Emergency Management Agency,Washington D.C,1996
39 FEMA450.NEHRP Recommended Provisions for Seismic Regulations forNew Buildings and Other Structures.Building Seismic Safety Council,National Institute of Building Sciences,Washington,D.C,2004
40日本建筑学会.钢筋コソクリト造建物の韧性保证型耐震设计指针(案).同解说,1997
41 GB 50011-2001建筑抗震设计规范
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