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Volumn 15, Issue 3, 2011, Pages 449-468

Inelastic displacement ratios for seismic assessment of structures subjected to forward-directivity near-fault ground motions

Author keywords

Forward Directivity; Inelastic Displacement Ratio; Near Fault Environment; Pulse Period; Seismic Assessment

Indexed keywords

DIRECTIVITY; INELASTIC DISPLACEMENT RATIO; NEAR-FAULT; PULSE PERIOD; SEISMIC ASSESSMENT;

EID: 79953721461     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469.2010.498560     Document Type: Article
Times cited : (99)

References (19)
  • 3
    • 0012267509 scopus 로고    scopus 로고
    • Report No. 138, The John A. Blume Earthquake Engineering Center, Stanford University, Stanford, California
    • Alavi, B. and Krawinkler, H. [2001] "Effects of near-field ground motion on frame structures," Report No. 138, The John A. Blume Earthquake Engineering Center, Stanford University, Stanford, California.
    • (2001) Effects of Near-field Ground Motion on Frame Structures
    • Alavi, B.1    Krawinkler, H.2
  • 4
    • 2342559851 scopus 로고    scopus 로고
    • Behavior of moment-resisting frame structures subjected to near-fault ground motions
    • DOI 10.1002/eqe.369
    • Alavi, B. and Krawinkler, H. [2004] "Behavior of moment-resisting frame structures subjected to near-fault ground motions," Earthquake Engineering and Structural Dynamics 33(6), 687-706. (Pubitemid 38587357)
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.6 , pp. 687-706
    • Alavi, B.1    Krawinkler, H.2
  • 5
    • 84897649571 scopus 로고    scopus 로고
    • Seismic rehabilitation of existing buildings
    • American Society of Civil Engineers (ASCE)
    • American Society of Civil Engineers (ASCE) [2007] "Seismic rehabilitation of existing buildings," ASCE/SEI standard 41-06.
    • (2007) ASCE/SEI Standard , pp. 41-06
  • 6
    • 0004068975 scopus 로고    scopus 로고
    • Amplification factors to estimate inelastic displacement demands for the design of structures in the near field
    • Auckland, Paper No. 1561
    • Báez, J. I. and Miranda, E. [2000] "Amplification factors to estimate inelastic displacement demands for the design of structures in the near field," Proc. of the TwelfthWorld Conference on Earthquake Engineering, Auckland, Paper No. 1561.
    • (2000) Proc. of the TwelfthWorld Conference on Earthquake Engineering
    • Báez, J.I.1    Miranda, E.2
  • 7
    • 35548984349 scopus 로고    scopus 로고
    • Quantitative classification of near-fault ground motions using wavelet analysis
    • DOI 10.1785/0120060255
    • Baker, J.W. [2007] "Quantitative classification of near-fault ground motions using wavelet analysis," Bulletin of the Seismological Society of America 97(5), 1486-1501. (Pubitemid 350001999)
    • (2007) Bulletin of the Seismological Society of America , vol.97 , Issue.5 , pp. 1486-1501
    • Baker, J.W.1
  • 8
    • 8644235077 scopus 로고    scopus 로고
    • Characterization of forward-directivity ground motions in the near-fault region
    • DOI 10.1016/j.soildyn.2004.05.001, PII S0267726104000703
    • Bray, J. D. and Rodriguez-Marek, A. [2004] "Characterization of forward-directivity ground motions in the near-fault region," Soil Dynamics and Earthquake Engineering 24, 815-828. (Pubitemid 39500005)
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , Issue.11 , pp. 815-828
    • Bray, J.D.1    Rodriguez-Marek, A.2
  • 9
    • 0035576388 scopus 로고    scopus 로고
    • Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions
    • Chopra, A. K. and Chintanapakdee, C. [2001] "Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions," Earthquake Engineering & Structural Dynamics 30(12), 1769-1789.
    • (2001) Earthquake Engineering & Structural Dynamics , vol.30 , Issue.12 , pp. 1769-1789
    • Chopra, A.K.1    Chintanapakdee, C.2
  • 10
    • 70349230590 scopus 로고    scopus 로고
    • Improvement of nonlinear static seismic analysis procedures
    • Federal Emergency Management Agency (FEMA), Washington, D.C
    • Federal Emergency Management Agency (FEMA) [2005] "Improvement of nonlinear static seismic analysis procedures," Report FEMA 440, Washington, D.C.
    • (2005) Report FEMA 440
  • 12
    • 70449646199 scopus 로고    scopus 로고
    • Strength reduction factors for near-fault forward-directivity ground motions
    • Gillie, J. L., Rodriguez-Marek, A., and McDaniel, C. [2010] "Strength reduction factors for near-fault forward-directivity ground motions," Engineering Structures 32, 273-285.
    • (2010) Engineering Structures , vol.32 , pp. 273-285
    • Gillie, J.L.1    Rodriguez-Marek, A.2    McDaniel, C.3
  • 13
    • 54949132888 scopus 로고    scopus 로고
    • Probability of occurrence of velocity pulses in near-source ground motions
    • Iervolino, I. and Cornell, C. A. [2008] "Probability of occurrence of velocity pulses in near-source ground motions," Bulletin of the Seismological Society of America 98(5), 2262-2277.
    • (2008) Bulletin of the Seismological Society of America , vol.98 , Issue.5 , pp. 2262-2277
    • Iervolino, I.1    Cornell, C.A.2
  • 14
    • 0026202851 scopus 로고
    • Probabilistic amplification factors for response spectra
    • Jain, A. K. and Pal, S. [1991] "Probabilistic amplification factors for response spectra," Journal of Structural Engineering, ASCE 117(8), 2464-2476. (Pubitemid 21679787)
    • (1991) Journal of structural engineering New York, N.Y. , vol.117 , Issue.8 , pp. 2464-2476
    • Jain, A.K.1    Pal Shri2
  • 15
    • 3142735149 scopus 로고    scopus 로고
    • Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems
    • DOI 10.1002/eqe.391
    • Mavroeidis, G. P., Dong G., and Papageorgiou, A. S. [2004] "Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems," Earthquake Engineering and Structural Dynamics 33, 1023-1049. (Pubitemid 38933366)
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.9 , pp. 1023-1049
    • Mavroeidis, G.P.1    Dong, G.2    Papageorgiou, A.S.3
  • 16
    • 0034298759 scopus 로고    scopus 로고
    • Inelastic displacement ratios for structures on firm sites
    • Miranda, E. [2000] "Inelastic displacement ratios for structures on firm sites," Journal of Structural Engineering, ASCE 126(10), 1150-1159.
    • (2000) Journal of Structural Engineering, ASCE , vol.126 , Issue.10 , pp. 1150-1159
    • Miranda, E.1
  • 17
    • 55949088293 scopus 로고    scopus 로고
    • Displacement amplification factors for degrading systems subjected to near-fault ground motions
    • Paper No. 1945, Auckland, New Zealand
    • Pincheira, J. and Song, J.-K. [2000] "Displacement amplification factors for degrading systems subjected to near-fault ground motions," Proc. of the TwelfthWorld Conf. on Earthquake Engineering, Paper No. 1945, Auckland, New Zealand.
    • (2000) Proc. of the TwelfthWorld Conf. on Earthquake Engineering
    • Pincheira, J.1    Song, J.-K.2
  • 18
    • 0038673890 scopus 로고    scopus 로고
    • Inelastic displacement ratios for evaluation of existing structures
    • DOI 10.1002/eqe.271
    • Ruiz-García, J. and Miranda, E., [2003] "Inelastic displacement ratios for evaluation of existing structures," Earthquake Engineering and Structural Dynamics 32(9), 1237-1258. (Pubitemid 36887394)
    • (2003) Earthquake Engineering and Structural Dynamics , vol.32 , Issue.8 , pp. 1237-1258
    • Ruiz-Garcia, J.1    Miranda, E.2
  • 19
    • 33646203153 scopus 로고    scopus 로고
    • Inelastic displacement ratios for evaluation of structures built on soft soils sites
    • Ruiz-García, J. and Miranda, E. [2006] "Inelastic displacement ratios for evaluation of structures built on soft soils sites," Earthquake Engineering and Structural Dynamics 35, 679-694.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , pp. 679-694
    • Ruiz-García, J.1    Miranda, E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.