基于位移的抗震设计研究进展
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摘要
基于位移的抗震设计方法被认为是现阶段实现基于性能的抗震设计理论最为有效的一条途径,受到了国内外学者的广泛关注。对该方法的产生背景、分类、近年来国内外的研究进展情况进行了总结和介绍,并重点从非线性位移反应谱和推覆分析法两方面介绍地震位移需求估算的研究进展情况。最后,对该方法目前存在的问题和今后的研究方向进行了分析。
Displacement-based seismic design method has been recognized as one of the most efficient way to realize the purpose of performance-based seismic design in current stage and therefore has attracted extensive attentions from many researchers around the world.The background of the origination of this method,the classification,and its development in recent years are summarized.Then the review is focused on the estimation of seismic displacement demands in two aspects,nonlinear seismic displacement spectrum and pushover analysis procedure.At last,the existing problems are analyzed and the further work needed in this field is proposed accordingly.
Displacement-based seismic design method has been recognized as one of the most efficient way to realize the purpose of performance-based seismic design in current stage and therefore has attracted extensive attentions from many researchers around the world.The background of the origination of this method,the classification,and its development in recent years are summarized.Then the review is focused on the estimation of seismic displacement demands in two aspects,nonlinear seismic displacement spectrum and pushover analysis procedure.At last,the existing problems are analyzed and the further work needed in this field is proposed accordingly.
引文
1Veletsos A S,Newmark N M.Effect of Inelastic Behavior on The Response of Simple Systems to Earthquake Motions.Proceedings of2nd World Conference on Earthquake Engineering,Tokyo,Japan,1960:895-912
2Sozen MA.Reviewof Earthquake Response of RC Buildings with A Viewto Drift Control.State of The Art in Earthquake Engineering,Ankara,1981:383-418
3Qi X,Moehle J P.Displacement Design Approach for Reinforced Concrete Structures Subjected to Earthquakes.Report No.UCB/EERC-91/02,Berkeley,Earthquake Engineering Research Center,University of California,1991:44-52
4Calvi G M,Kingsley G R.Displacement-based Seismic Design of Muiti-degree-of-freedom Bridge Structures.Earthquake Engineering and Structural Dynamics,1995,24(9):1247-1266
5Kowalsky MJ,Priestley MJ N,MacRae G A.Displacement-based Design of RC Bridge Columns in Seismic Regions.Earthquake Engineering and Structural Dynamics,1995,24(12):1623-1643
6Freeman S A,Nicoletti J P,Tyrdl J V.Evaluationof Existing Buildings for Seismic Risk-A Case Study of Pugel Sound Naval Shipyard.Proceedings of1st U.S.National Conference on Earthquake Engineering,EERI,Berkley,1975:113-122
7Fajfar P.Capacity Spectrum Method Based on Inelastic Demand Spectra.Earthquake Engineering and Structural Dynamics,1999,28(9):979-993
8Panagiotakos TB,Fardis MN.Deformation-controlled Earthquake-resistant Design of RC Buildings.Journal of Earthquake Engineering,1999,3(4):498-518
9侯钢领,何政,吴斌,等.钢筋混凝土结构的屈服位移Chopra能力谱损伤分析与性能设计.地震工程与工程振动,2001,21(3):29-35
10Priestley MJ N.Performance Based Seismic Design.Proceedings of12th World Conference on Earthquake Engineering,Auckland,New Zealand,2000,1:1-22
11Xue Q.A Direct Displacement-based Seismic Design Procedure of Inelastic Structures.Enginering Structures,2001,23(11):1453-1460
12Kowalsky MJ.A Displacement-based Approach for The Seismic Design of Continuous Concrete Bridges.Earthquake Engineering and Structural Dynamics,2002,31(3):719-747
13Browning J P.Proportioning of Earthquake-resistant RC Building Structures.Journal of the Structural Division ASCE,2001,127(2):145-151
14Aschheim MA,Black EF.Yield Point Spectra for Seismic Design and Rehabilitation.Earthquake Spectra,2000,16(2):317-336
15罗文斌,钱稼茹.钢筋混凝土框架基于位移的抗震设计.土木工程学报,2003,36(5):22-29
16周定松,吕西林,蒋欢军.钢筋混凝土框架结构基于性能的抗震设计方法.四川建筑科学研究,2005,31(6):122-127
17吴波,熊焱.一种直接基于位移的结构抗震设计方法.地震工程与工程振动,2005,25(2):62-67
18Iwan WD.EstimatingInelastic Response Spectra fromElastic Spectra.Earthquake Engineering and Structural Dynamics,1980,8(4):375-388
19Kowalsky MJ.Displacement-based Design-A Methodology for Seismic Design Applied to RC Bridge Columns.Master’s Thesis,University of California at San Diego,La Jolla,California,1994
20Miranda E,Ruiz-Garcia J.Evaluation of Approximate Methods to Estimate Maximum Inelastic Displacement Demands.Earthquake Engineering and Structural Dynamics,2002,31(3):539-560
21Newmark N M,Hall WJ.Earthquake Spectra and Design.Earthquake Engineering ResearchInstitute,Berkeley,CA,1982:29-48
22Miranda E.Inelastic Displacement Ratios for Structures on FirmSites.Journal of Structural Engineering,2000,126(10):1150-1159
23Miranda E.Site-dependent Strength Reduction Factors.Journal of Structural Engineering,1993,116(12):3503-3519
24Vidic T,Fajfar P.Consistent Inelastic Design Spectra:Strength and Displacement.Earthquake Engineeringand Structural Dynamics,1994,24(5):507-521
25Lee L H,Han S W,Oh Y H.Determination of Ductility Factor Considering Different Hysteretic Models.Earthquake Engineering and Structural Dynamics,1999,28(9):957-977
26Borzi B,Elnashai AS.Refined Force Reduction Factors for Seismic Design.Engineering Structures,2000,22(9):1244-1260
27卓卫东,范立础.结构抗震设计中的强度折减系数研究.地震工程与工程振动,2001,21(1):84-88
28崔长海,公茂盛,张茂花,等.工程结构等延性地震抗力谱研究.地震工程与工程振动,2004,24(1):22-29
29黄建文,朱.近场地震作用下钢筋混凝土桥墩基于位移的抗震设计.土木工程学报,2005,38(4):84-90
30王东升,李宏男,赵颖华,等.Ay-Dy格式地震需求谱及其在结构性能设计中的应用.建筑结构学报,2006,27(1):61-65
31Miranda E.Evaluation of Site-dependent Inelastic Seismic Design Spectra.ASCE,Journal of Structural Engineering,1993,119(5):1319-1338
32Tena-Colunga A.Displacement Ductility Demand Spectra for The Seismic Evaluation of Structures.Engineering Structures,2001,23(10):1319-1330
33吕西林,周定松.考虑场地类别与设计分组的延性需求谱和弹塑性位移反应谱.地震工程与工程振动,2004,24(1):39-48
34Eberhard M O,Sozen M A.Behavior-based Method to Determine Design Shear in Earthquake-resistant Walls.Journal of Structural Engineering,ASCE,1993,119(2):619-640
35Kilar V,Fajfar P.Simple Push-over Analysis of Asymmetric Buildings,Earthquake Engineering and Structural Dynamics,1997,26(2):233-249
36Gupta B,Kunnath S K.Adaptive Spectra-based Pushover Procedure for Seismic Evaluation of Structures.Earthquake Spectra,2000,16(2):367-391
37Chopra A K,Goel R K.A Modal Pushover Analysis Procedure for Estimating Seismic Demandsfor Buildings.Earthquake Engineeringand Structural Dynamics,2002,31(3):561-582
38Kalkan E,Kunnath S K.Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures.Journal of Structural Engineering,2006,132(11):1721-1731
2Sozen MA.Reviewof Earthquake Response of RC Buildings with A Viewto Drift Control.State of The Art in Earthquake Engineering,Ankara,1981:383-418
3Qi X,Moehle J P.Displacement Design Approach for Reinforced Concrete Structures Subjected to Earthquakes.Report No.UCB/EERC-91/02,Berkeley,Earthquake Engineering Research Center,University of California,1991:44-52
4Calvi G M,Kingsley G R.Displacement-based Seismic Design of Muiti-degree-of-freedom Bridge Structures.Earthquake Engineering and Structural Dynamics,1995,24(9):1247-1266
5Kowalsky MJ,Priestley MJ N,MacRae G A.Displacement-based Design of RC Bridge Columns in Seismic Regions.Earthquake Engineering and Structural Dynamics,1995,24(12):1623-1643
6Freeman S A,Nicoletti J P,Tyrdl J V.Evaluationof Existing Buildings for Seismic Risk-A Case Study of Pugel Sound Naval Shipyard.Proceedings of1st U.S.National Conference on Earthquake Engineering,EERI,Berkley,1975:113-122
7Fajfar P.Capacity Spectrum Method Based on Inelastic Demand Spectra.Earthquake Engineering and Structural Dynamics,1999,28(9):979-993
8Panagiotakos TB,Fardis MN.Deformation-controlled Earthquake-resistant Design of RC Buildings.Journal of Earthquake Engineering,1999,3(4):498-518
9侯钢领,何政,吴斌,等.钢筋混凝土结构的屈服位移Chopra能力谱损伤分析与性能设计.地震工程与工程振动,2001,21(3):29-35
10Priestley MJ N.Performance Based Seismic Design.Proceedings of12th World Conference on Earthquake Engineering,Auckland,New Zealand,2000,1:1-22
11Xue Q.A Direct Displacement-based Seismic Design Procedure of Inelastic Structures.Enginering Structures,2001,23(11):1453-1460
12Kowalsky MJ.A Displacement-based Approach for The Seismic Design of Continuous Concrete Bridges.Earthquake Engineering and Structural Dynamics,2002,31(3):719-747
13Browning J P.Proportioning of Earthquake-resistant RC Building Structures.Journal of the Structural Division ASCE,2001,127(2):145-151
14Aschheim MA,Black EF.Yield Point Spectra for Seismic Design and Rehabilitation.Earthquake Spectra,2000,16(2):317-336
15罗文斌,钱稼茹.钢筋混凝土框架基于位移的抗震设计.土木工程学报,2003,36(5):22-29
16周定松,吕西林,蒋欢军.钢筋混凝土框架结构基于性能的抗震设计方法.四川建筑科学研究,2005,31(6):122-127
17吴波,熊焱.一种直接基于位移的结构抗震设计方法.地震工程与工程振动,2005,25(2):62-67
18Iwan WD.EstimatingInelastic Response Spectra fromElastic Spectra.Earthquake Engineering and Structural Dynamics,1980,8(4):375-388
19Kowalsky MJ.Displacement-based Design-A Methodology for Seismic Design Applied to RC Bridge Columns.Master’s Thesis,University of California at San Diego,La Jolla,California,1994
20Miranda E,Ruiz-Garcia J.Evaluation of Approximate Methods to Estimate Maximum Inelastic Displacement Demands.Earthquake Engineering and Structural Dynamics,2002,31(3):539-560
21Newmark N M,Hall WJ.Earthquake Spectra and Design.Earthquake Engineering ResearchInstitute,Berkeley,CA,1982:29-48
22Miranda E.Inelastic Displacement Ratios for Structures on FirmSites.Journal of Structural Engineering,2000,126(10):1150-1159
23Miranda E.Site-dependent Strength Reduction Factors.Journal of Structural Engineering,1993,116(12):3503-3519
24Vidic T,Fajfar P.Consistent Inelastic Design Spectra:Strength and Displacement.Earthquake Engineeringand Structural Dynamics,1994,24(5):507-521
25Lee L H,Han S W,Oh Y H.Determination of Ductility Factor Considering Different Hysteretic Models.Earthquake Engineering and Structural Dynamics,1999,28(9):957-977
26Borzi B,Elnashai AS.Refined Force Reduction Factors for Seismic Design.Engineering Structures,2000,22(9):1244-1260
27卓卫东,范立础.结构抗震设计中的强度折减系数研究.地震工程与工程振动,2001,21(1):84-88
28崔长海,公茂盛,张茂花,等.工程结构等延性地震抗力谱研究.地震工程与工程振动,2004,24(1):22-29
29黄建文,朱.近场地震作用下钢筋混凝土桥墩基于位移的抗震设计.土木工程学报,2005,38(4):84-90
30王东升,李宏男,赵颖华,等.Ay-Dy格式地震需求谱及其在结构性能设计中的应用.建筑结构学报,2006,27(1):61-65
31Miranda E.Evaluation of Site-dependent Inelastic Seismic Design Spectra.ASCE,Journal of Structural Engineering,1993,119(5):1319-1338
32Tena-Colunga A.Displacement Ductility Demand Spectra for The Seismic Evaluation of Structures.Engineering Structures,2001,23(10):1319-1330
33吕西林,周定松.考虑场地类别与设计分组的延性需求谱和弹塑性位移反应谱.地震工程与工程振动,2004,24(1):39-48
34Eberhard M O,Sozen M A.Behavior-based Method to Determine Design Shear in Earthquake-resistant Walls.Journal of Structural Engineering,ASCE,1993,119(2):619-640
35Kilar V,Fajfar P.Simple Push-over Analysis of Asymmetric Buildings,Earthquake Engineering and Structural Dynamics,1997,26(2):233-249
36Gupta B,Kunnath S K.Adaptive Spectra-based Pushover Procedure for Seismic Evaluation of Structures.Earthquake Spectra,2000,16(2):367-391
37Chopra A K,Goel R K.A Modal Pushover Analysis Procedure for Estimating Seismic Demandsfor Buildings.Earthquake Engineeringand Structural Dynamics,2002,31(3):561-582
38Kalkan E,Kunnath S K.Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures.Journal of Structural Engineering,2006,132(11):1721-1731
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