Estimation of Inelastic Deformation Demands of SDOF Systems

作者: Eduardo Miranda

DOI: 10.1061/(ASCE)0733-9445(2001)127:9(1005)

关键词: Inelastic deformationStructural engineeringStrength reductionSystematic errorDeformation (mechanics)Displacement (vector)PhysicsSeismic analysis

摘要: … demands of single-degree-of-freedom (SDOF) systems … the response of elastic and inelastic SDOF systems. In the first method, … of the seismic response of SDOF systems are presented. …

参考文章(14)
Eduardo Miranda, INELASTIC DISPLACEMENT RATIOS FOR STRUCTURES ON FIRM SITES Journal of Structural Engineering-asce. ,vol. 126, pp. 1150- 1159 ,(2000) , 10.1061/(ASCE)0733-9445(2000)126:10(1150)
J. P. Moehle, Displacement-based design of RC structures subjected to earthquakes Earthquake Spectra. ,vol. 8, pp. 403- 428 ,(1992) , 10.1193/1.1585688
Anil K. Chopra, Rakesh K. Goel, Evaluation of NSP to Estimate Seismic Deformation: SDF Systems Journal of Structural Engineering-asce. ,vol. 126, pp. 482- 490 ,(2000) , 10.1061/(ASCE)0733-9445(2000)126:4(482)
Eduardo Miranda, Site-Dependent Strength-Reduction Factors Journal of Structural Engineering-asce. ,vol. 119, pp. 3503- 3519 ,(1993) , 10.1061/(ASCE)0733-9445(1993)119:12(3503)
Anil K. Chopra, Rakesh K. Goel, Capacity-Demand-Diagram Methods Based on Inelastic Design Spectrum Earthquake Spectra. ,vol. 15, pp. 637- 656 ,(1999) , 10.1193/1.1586065
Eduardo Miranda, Vitelmo V. Bertero, Evaluation of Strength Reduction Factors for Earthquake-Resistant Design: Earthquake Spectra. ,vol. 10, pp. 357- 379 ,(1994) , 10.1193/1.1585778
Tomaž Vidic, Peter Fajfar, Matej Fischinger, Consistent inelastic design spectra: Strength and displacement Earthquake Engineering & Structural Dynamics. ,vol. 23, pp. 507- 521 ,(1994) , 10.1002/EQE.4290230504
M. J. N. Priestley, Displacement-based seismic assessment of existing reinforced concrete buildings Bulletin of the New Zealand National Society for Earthquake Engineering. ,vol. 29, pp. 256- 272 ,(1996) , 10.5459/BNZSEE.29.4.256-272
Peter Fajfar, Capacity spectrum method based on inelastic demand spectra Earthquake Engineering & Structural Dynamics. ,vol. 28, pp. 979- 993 ,(1999) , 10.1002/(SICI)1096-9845(199909)28:9<979::AID-EQE850>3.0.CO;2-1