Citation: | Jiang Huanjun, Zheng Jianbo, Zhang Hua. STATE OF THE ART OF DISPLACEMENT-BASED SEISMIC DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 1-5,15. doi: 10.13204/j.gyjz200807001 |
Veletses A S,Newmark N M.Effect of Inelastic Behavior on The Response of Simple Systems to Earthquake Motions.Proceedings of 2nd World Conference on Earthquake Engineering,Tokyo,Japan,1960:895-912
|
[2] Sozen M A.Review of Earthquake Response of RC Buildings with A View to Drift Control.State of The Art in Earthquake Engineering,Ankara,1981:383 -418
|
[3] Qi X,Mechle 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
|
[4] Calvi G M,Kingsley G R.Displacement-based Seismic Design of Multi-degree-of-freedom Bridge Structures.Earthquake Engineering and Structural Dynamics,1995,24(9):1247-1266
|
[5] Kowalsky M J,Priesdey M J N,MacRae G A.Displacement-based Design of RC Bridge Columns in Seismic Regions.Earthquake Engineering and Structural Dynamics,1995,24(12):1623-1643
|
[6] Freeman S A,Nicoletti J P,Tyrdl J V.Evaluation of Existing Buildings for Seismic Risk-A Case Study of Pugel Sound Naval Shipyard.Proceedings of Ist U.S.National Conference on Earthquake Engineering,EERI,Beddey,1975:113-122
|
[7] Fajfar P.Capacity Spectrum Method Based on Inelastic Demand Spectra.Earthquake Engineering and Structural Dynamics,1999,28 (9):979-993
|
[8] Pangiotakos T B,Fardis M N.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Chapra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
|
[10] Priestley M J N.Performance Based Seismic Design.Proceedings of 12th World Conference on Earthquake Engineering,Auckland,New Zealand,2000,1:1-22
|
[11] Xue Q.A Direct Displacement-based Seismic Design Procedure of Inelastic Structures.Enginering Structures,2001,23(11):1453-1460
|
[12] Kowalsky M J.A Displacement-based Approach for The Seismic Design of Continuous Concrete Bridges.Earthquake Engineering and Structural Dynamics,2002,31(3):719-747
|
[13] Browning J P.Proportioning of Earthquake-resistant RC Building Structures.Journal of the Structural Division ASCE,2001,127(2):145-151
|
[14] Aschheim M A,Black E F.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
|
[18] Iwan W D.Estimating Inelastic Response Spectra from Elastic Spectra.Earthquake Engineering and Structural Dynamics,1980,8(4):375-388
|
[19] Kowalsky M J.Displacement-based Design-A Methodology for Seismic Design Applied to RC Bridge Columns.Master's Thesis,University of California at Sen Diego,La Jolla,California,1994
|
[20] Miranda E,Ruiz-Garcia J.Evaluation of Approximate Methods to Estimate Maximum Inelastic Displacement Demands.Earthquake Engineering and Structural Dynamics,2002,31(3):539-560
|
[21] Newmark N M,Hall W J.Earthquake Spectra and Design.Earthquake Engineering Research Institute,Berkeley,CA,1982:29-48
|
[22] Miranda E.Inelastic Displacemont Ratios for Structures on Finn Sites.Journal of Structural Engineering,2000,126(10):1150-1159
|
[23] Miranda E.Site-dependent Strength Reduction Faetors.Journal of Structural Engineering,1993,116(12):3503-3519
|
[24] Vidic T,Fajfar P.Consistent Inelastic Design Spectra:Strength and Displacement.Earthquake Engineering and Structural Dynamics,1994,24(5):507-521
|
[25] Lee 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
|
[26] Borzi B,Elnashai A S.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 唏.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
|
[31] Miranda E.Evaluation of Site-dependent Inelastic Seismic Design Spectra.ASCE,Journal of Structural Engineering,1993,119(5):1319-1338
|
[32] Tena-Colunga A.Displacement Ductility Demand Spectra for The Seismic Evaluation of Structures.Engineering Stmctures,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
|
[34] Eberhard 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
|
[35] Kilar V,Fajfar P.Simple Push-over Analysis of Asymmetric Buildings,Earthquake Engineering and Structural Dynamics,1997,26 (2):233-249
|
[36] Gupta B,Kunnath S K.Adaptive Spectra-based Pushover Procedure for Seismic Evaluation of Structures.Earthquake Spectra,2000,16 (2):367-391
|
[37] Chopra A K,Goel R K.A Modal Pushover Analysis Procedure for Estimating Seismic Demands for Buildings.Earthquake Engineering and Structural Dynamics,2002,31(3):561-582
|
[38] Knlkan E,Kunnath S K.Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building Structures.Journal of Structural Engineering,2006,132(11):1 721-1 731
|