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Volumn 45, Issue 11, 2016, Pages 1797-1815

Analytical modelling of near-source pulse-like seismic demand for multi-linear backbone oscillators

Author keywords

forward directivity; incremental dynamic analysis (IDA); inelastic response; near fault; pushover

Indexed keywords

ANALYTICAL MODELS; DEGREES OF FREEDOM (MECHANICS); DYNAMIC ANALYSIS; ELASTOPLASTICITY; SEISMOLOGY; STRUCTURAL ANALYSIS;

EID: 84962629044     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2729     Document Type: Article
Times cited : (28)

References (45)
  • 2
    • 0022014829 scopus 로고
    • Earthquake ground motions: implications for designing structures and reconciling structural damage
    • Singh PJ. Earthquake ground motions: implications for designing structures and reconciling structural damage. Earthquake Spectra 1985; 1(2):239–270.
    • (1985) Earthquake Spectra , vol.1 , Issue.2 , pp. 239-270
    • Singh, P.J.1
  • 3
    • 0030923422 scopus 로고    scopus 로고
    • Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity
    • Somerville PG, Smith NF, Graves RW, Abrahamson NA. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismological Research Letters 1997; 68:199–222.
    • (1997) Seismological Research Letters , vol.68 , pp. 199-222
    • Somerville, P.G.1    Smith, N.F.2    Graves, R.W.3    Abrahamson, N.A.4
  • 4
    • 35548984349 scopus 로고    scopus 로고
    • Quantitative classification of near-fault ground motions using wavelet analysis
    • Baker JW. Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of the Seismological Society of America 2007; 97(5):1486–1501.
    • (2007) Bulletin of the Seismological Society of America , vol.97 , Issue.5 , pp. 1486-1501
    • Baker, J.W.1
  • 5
    • 33846299278 scopus 로고    scopus 로고
    • Assessment of current nonlinear static procedures for seismic evaluation of buildings
    • Kalkan E, Kunnath SK. Assessment of current nonlinear static procedures for seismic evaluation of buildings. Engineering Structures 2007; 29:305–316.
    • (2007) Engineering Structures , vol.29 , pp. 305-316
    • Kalkan, E.1    Kunnath, S.K.2
  • 6
    • 84904600989 scopus 로고    scopus 로고
    • Application of nonlinear static procedures for seismic assessment of regular RC moment frame buildings
    • Fragiadakis M, Vamvatsikos D, Ascheim M. Application of nonlinear static procedures for seismic assessment of regular RC moment frame buildings. Earthquake Spectra 2014; 30(2):767–794.
    • (2014) Earthquake Spectra , vol.30 , Issue.2 , pp. 767-794
    • Fragiadakis, M.1    Vamvatsikos, D.2    Ascheim, M.3
  • 7
    • 0032869823 scopus 로고    scopus 로고
    • Capacity spectrum method based on inelastic demand spectra
    • Fajfar P. Capacity spectrum method based on inelastic demand spectra. Earthquake Engineering and Structural Dynamics 1999; 28:979–993.
    • (1999) Earthquake Engineering and Structural Dynamics , vol.28 , pp. 979-993
    • Fajfar, P.1
  • 10
    • 79955039620 scopus 로고    scopus 로고
    • Seismic collapse safety of reinforced concrete buildings. II: comparative assessment of nonductile and ductile moment frames
    • Liel AB, Haselton CB, Deirlein GG. Seismic collapse safety of reinforced concrete buildings. II: comparative assessment of nonductile and ductile moment frames. Journal of Structural Engineering 2011; 137(4):492–502.
    • (2011) Journal of Structural Engineering , vol.137 , Issue.4 , pp. 492-502
    • Liel, A.B.1    Haselton, C.B.2    Deirlein, G.G.3
  • 11
    • 84858295546 scopus 로고    scopus 로고
    • Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect
    • Adam C, Clemens J. Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect. Earthquake Engineering and Structural Dynamics 2012; 41:775–793.
    • (2012) Earthquake Engineering and Structural Dynamics , vol.41 , pp. 775-793
    • Adam, C.1    Clemens, J.2
  • 13
    • 33745895329 scopus 로고    scopus 로고
    • Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA
    • Vamvatsikos D, Cornell CA. Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA. Earthquake Engineering and Structural Dynamics 2006; 35:1097–1117.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , pp. 1097-1117
    • Vamvatsikos, D.1    Cornell, C.A.2
  • 14
    • 84981276569 scopus 로고    scopus 로고
    • ® implementations available online at: http://users.ntua.gr/divamva/software/spo2ida-allt.xls, http://users.ntua.gr/divamva/software/spo2ida-allt.zip
    • ® implementations
  • 15
    • 84908082515 scopus 로고    scopus 로고
    • An efficient algorithm to identify strong velocity pulses in multi-component ground motions
    • Shahi SK, Baker JW. An efficient algorithm to identify strong velocity pulses in multi-component ground motions. Bulletin of the Seismological Society of America 2014; 104(5):2456–2466.
    • (2014) Bulletin of the Seismological Society of America , vol.104 , Issue.5 , pp. 2456-2466
    • Shahi, S.K.1    Baker, J.W.2
  • 17
    • 84942259608 scopus 로고    scopus 로고
    • PhD Thesis Advisor I. Iervolino, Doctorate programme in Seismic Risk, XXVII cycle, Università degli Studi di Napoli Federico II, Naples, Italy
    • Baltzopoulos G, Structural performance evaluation in near-source conditions, PhD Thesis: Advisor I. Iervolino, Doctorate programme in Seismic Risk, XXVII cycle, Università degli Studi di Napoli Federico II, Naples, Italy, 2015. http://wpage.unina.it/iuniervo/doc_en/Students.html
    • (2015) Structural performance evaluation in near-source conditions
    • Baltzopoulos, G.1
  • 18
    • 8644235077 scopus 로고    scopus 로고
    • Characterization of forward directivity ground motions in the near-fault region
    • Bray JD, Rodriguez-Marek A. Characterization of forward directivity ground motions in the near-fault region. Soil Dynamics and Earthquake Engineering 2004; 24(11):815–828.
    • (2004) Soil Dynamics and Earthquake Engineering , vol.24 , Issue.11 , pp. 815-828
    • Bray, J.D.1    Rodriguez-Marek, A.2
  • 19
    • 79953721461 scopus 로고    scopus 로고
    • Inelastic displacement ratios for seismic assessment of structures subjected to forward-directivity near-fault ground motions
    • Ruiz-Garcìa J. Inelastic displacement ratios for seismic assessment of structures subjected to forward-directivity near-fault ground motions. Journal of Earthquake Engineering 2011; 15(3):449–468.
    • (2011) Journal of Earthquake Engineering , vol.15 , Issue.3 , pp. 449-468
    • Ruiz-Garcìa, J.1
  • 20
    • 4444340721 scopus 로고    scopus 로고
    • Dimensional analysis of bilinear oscillators under pulse-type excitations
    • Makris N, Black CJ. Dimensional analysis of bilinear oscillators under pulse-type excitations. Journal of Engineering Mechanics 2004; 130(9):1019–1031.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.9 , pp. 1019-1031
    • Makris, N.1    Black, C.J.2
  • 21
    • 0027789961 scopus 로고
    • Site-dependent strength reduction factors
    • Miranda E. Site-dependent strength reduction factors. Journal of Structural Engineering 1993; 119(12):3503–3519.
    • (1993) Journal of Structural Engineering , vol.119 , Issue.12 , pp. 3503-3519
    • Miranda, E.1
  • 22
    • 35548989427 scopus 로고    scopus 로고
    • Explicit directivity-pulse inclusion in probabilistic seismic hazard analysis
    • Tothong P, Cornell CA, Baker JW. Explicit directivity-pulse inclusion in probabilistic seismic hazard analysis. Earthquake Spectra 2007; 23:867–891.
    • (2007) Earthquake Spectra , vol.23 , pp. 867-891
    • Tothong, P.1    Cornell, C.A.2    Baker, J.W.3
  • 24
    • 2942672723 scopus 로고    scopus 로고
    • Applied incremental dynamic analysis
    • Vamvatsikos D, Cornell CA. Applied incremental dynamic analysis. Earthquake Spectra 2004; 20(2):523–553.
    • (2004) Earthquake Spectra , vol.20 , Issue.2 , pp. 523-553
    • Vamvatsikos, D.1    Cornell, C.A.2
  • 25
    • 33750120988 scopus 로고    scopus 로고
    • Deformation limits for simple non-degrading systems subjected to near-fault ground motions
    • Vancouver BC, Canada, Paper 2276
    • Akkar S, Yazgan U, Gülkan P. Deformation limits for simple non-degrading systems subjected to near-fault ground motions. Proceedings, 13th World Conference on Earthquake Engineering, Vancouver BC, Canada, Paper no. 2276, 2004.
    • (2004) Proceedings, 13th World Conference on Earthquake Engineering
    • Akkar, S.1    Yazgan, U.2    Gülkan, P.3
  • 26
    • 2342559851 scopus 로고    scopus 로고
    • Behavior of moment-resisting frame structures subjected to near-fault ground motions
    • Alavi B, Krawinkler H. Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthquake Engineering and Structural Dynamics 2004; 33(6):687–706.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.6 , pp. 687-706
    • Alavi, B.1    Krawinkler, H.2
  • 30
    • 0034298759 scopus 로고    scopus 로고
    • Inelastic displacement ratios for structures on firm sites
    • Miranda E. Inelastic displacement ratios for structures on firm sites. Journal of Structural Engineering 2000; 126(10):1150–1159.
    • (2000) Journal of Structural Engineering , vol.126 , Issue.10 , pp. 1150-1159
    • Miranda, E.1
  • 33
    • 0027788402 scopus 로고
    • Evaluation of site-dependent inelastic seismic design spectra
    • Miranda E. Evaluation of site-dependent inelastic seismic design spectra. Journal of Structural Engineering 1993; 119(5):1319–1338.
    • (1993) Journal of Structural Engineering , vol.119 , Issue.5 , pp. 1319-1338
    • Miranda, E.1
  • 34
    • 84877085417 scopus 로고    scopus 로고
    • Influence of modeling parameters on the response of degrading systems to near-field ground motions
    • Dimakopoulou V, Fragiadakis M, Spyrakos C. Influence of modeling parameters on the response of degrading systems to near-field ground motions. Engineering Structures 2013; 53:10–24.
    • (2013) Engineering Structures , vol.53 , pp. 10-24
    • Dimakopoulou, V.1    Fragiadakis, M.2    Spyrakos, C.3
  • 35
    • 84942239539 scopus 로고    scopus 로고
    • COMPDYN 2015, 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, M. Papadrakakis, V. Papadopoulos, V. Plevris (eds.) Crete Island, Greece, 25–27 May 2015
    • Baltzopoulos G, Vamvatsikos D, Iervolino I. Near-source pulse-like seismic demand for multi-linear backbone oscillators. COMPDYN 2015, 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, M. Papadrakakis, V. Papadopoulos, V. Plevris (eds.) Crete Island, Greece, 25–27 May 2015.
    • Near-source pulse-like seismic demand for multi-linear backbone oscillators
    • Baltzopoulos, G.1    Vamvatsikos, D.2    Iervolino, I.3
  • 37
    • 0000576729 scopus 로고
    • The significance of the difference between two means when the population variances are unequal
    • Welch BL. The significance of the difference between two means when the population variances are unequal. Biometrika 1938; 29:350–362.
    • (1938) Biometrika , vol.29 , pp. 350-362
    • Welch, B.L.1
  • 38
    • 77955516108 scopus 로고    scopus 로고
    • Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms
    • Iervolino I, De Luca F, Cosenza E. Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms. Engineering Structures 2010; 32(9):2776–2792.
    • (2010) Engineering Structures , vol.32 , Issue.9 , pp. 2776-2792
    • Iervolino, I.1    De Luca, F.2    Cosenza, E.3
  • 39
    • 24144475063 scopus 로고    scopus 로고
    • Record selection for nonlinear seismic analysis of structures
    • Iervolino I, Cornell CA. Record selection for nonlinear seismic analysis of structures. Earthquake Spectra 2005; 21(3):685–713.
    • (2005) Earthquake Spectra , vol.21 , Issue.3 , pp. 685-713
    • Iervolino, I.1    Cornell, C.A.2
  • 40
    • 0000841881 scopus 로고
    • Synthesis of variance
    • Shatterthwaite FE. Synthesis of variance. Psychometrica 1941; 6(5):309–316.
    • (1941) Psychometrica , vol.6 , Issue.5 , pp. 309-316
    • Shatterthwaite, F.E.1
  • 41
    • 1842780494 scopus 로고    scopus 로고
    • Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems
    • Chopra A, Chintanapakdee C. Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems. Journal of Structural Engineering 2004; 130(9):1309–1319.
    • (2004) Journal of Structural Engineering , vol.130 , Issue.9 , pp. 1309-1319
    • Chopra, A.1    Chintanapakdee, C.2
  • 43
    • 43749099437 scopus 로고    scopus 로고
    • Structural performance assessment under near-source pulse-like ground motions using advanced ground motion intensity measures
    • Tothong P, Cornell CA. Structural performance assessment under near-source pulse-like ground motions using advanced ground motion intensity measures. Earthquake Engineering and Structural Dynamics 2008; 37(7):1013–1037.
    • (2008) Earthquake Engineering and Structural Dynamics , vol.37 , Issue.7 , pp. 1013-1037
    • Tothong, P.1    Cornell, C.A.2
  • 44
    • 84964041935 scopus 로고    scopus 로고
    • Predicting collapse of steel and reinforced-concrete frame buildings in different types of ground motions
    • Lisbon, Portugal
    • Song S, Heaton TH. Predicting collapse of steel and reinforced-concrete frame buildings in different types of ground motions. Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.
    • (2012) Proceedings of the 15th World Conference on Earthquake Engineering
    • Song, S.1    Heaton, T.H.2
  • 45
    • 84864301428 scopus 로고    scopus 로고
    • The effect of near-fault directivity on building seismic collapse risk
    • Champion C, Liel A. The effect of near-fault directivity on building seismic collapse risk. Earthquake Engineering and Structural Dynamics 2012; 41:1391–1409.
    • (2012) Earthquake Engineering and Structural Dynamics , vol.41 , pp. 1391-1409
    • Champion, C.1    Liel, A.2


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