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Volumn 11, Issue 5, 2013, Pages 1841-1866

Intensity measures for the seismic response prediction of base-isolated buildings

Author keywords

Base isolated buildings; Intensity measures seismic response prediction; Ordinary records; Pulse like near fault

Indexed keywords

BASE-ISOLATED BUILDING; CONSTITUTIVE BEHAVIOUR; EARTHQUAKE INTENSITY; NEAR-FAULT; NON-LINEAR DYNAMIC ANALYSIS; ORDINARY RECORDS; PREDICTIVE CAPABILITIES; RESPONSE PREDICTION;

EID: 84884141479     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-013-9431-x     Document Type: Article
Times cited : (118)

References (40)
  • 1
    • 0023401722 scopus 로고
    • Uncertainties in establishing design earthquakes
    • Anderson JC, Bertero VV (1987) Uncertainties in establishing design earthquakes. J Struct Eng 113(8): 1709-1724.
    • (1987) J Struct Eng , vol.113 , Issue.8 , pp. 1709-1724
    • Anderson, J.C.1    Bertero, V.V.2
  • 2
    • 34047266538 scopus 로고
    • Publication SES I 7/80 (in Spanish), Division of Structural Engineering, Department of Engineering, University of Chile, Santiago
    • Araya R, Saragoni GR (1980) Capacidad de los movimientos de producir daño estructral. Publication SES I 7/80 (in Spanish), Division of Structural Engineering, Department of Engineering, University of Chile, Santiago.
    • (1980) Capacidad de los movimientos de producir daño estructral
    • Araya, R.1    Saragoni, G.R.2
  • 3
    • 0014651725 scopus 로고
    • A measure of earthquake intensity
    • In: Hansen RJ (ed), MIT, Cambridge, MA
    • Arias A (1970) A measure of earthquake intensity. In: Hansen RJ (ed) Seismic design for nuclear power plants. MIT, Cambridge, MA, pp 438-483.
    • (1970) Seismic design for nuclear power plants , pp. 438-483
    • Arias, A.1
  • 4
    • 84892372408 scopus 로고    scopus 로고
    • Performance-based evaluation of tall buildings using advanced intensity measures (case study: 30-story steel structure with framed-tube system)
    • doi: 10. 1002/tal. 1023
    • Asgarian B, Nojoumi RM, Alanjari P (2012) Performance-based evaluation of tall buildings using advanced intensity measures (case study: 30-story steel structure with framed-tube system). Struct Des Tall Special Build. doi: 10. 1002/tal. 1023.
    • (2012) Struct Des Tall Special Build.
    • Asgarian, B.1    Nojoumi, R.M.2    Alanjari, P.3
  • 5
    • 84874631327 scopus 로고    scopus 로고
    • Response of seismic-isolated bridges in relation with intensity measures of ordinary and pulse-like ground motions
    • doi: 10. 1061/(ASCE)BE. 1943-5592. 0000340
    • Avşar Ö, Özdenmir G (2011) Response of seismic-isolated bridges in relation with intensity measures of ordinary and pulse-like ground motions. J Bridge Eng. doi: 10. 1061/(ASCE)BE. 1943-5592. 0000340.
    • (2011) J Bridge Eng.
    • Avşar, Ö.1    Özdenmir, G.2
  • 6
    • 23044499864 scopus 로고    scopus 로고
    • A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon
    • Baker JW, Cornell CA (2005) A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthq Eng Struct Dyn 34(10): 1193-1217.
    • (2005) Earthq Eng Struct Dyn , vol.34 , Issue.10 , pp. 1193-1217
    • Baker, J.W.1    Cornell, C.A.2
  • 7
    • 35548984349 scopus 로고    scopus 로고
    • Quantitative classification of near-fault ground motions using wavelet analysis
    • Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bull Seismol Soc Am 97(5): 1486-1501.
    • (2007) Bull Seismol Soc Am , vol.97 , Issue.5 , pp. 1486-1501
    • Baker, J.W.1
  • 11
    • 0036540736 scopus 로고    scopus 로고
    • Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines
    • Cornell CA, Jalayer F, Hamburger RO, Foutch DA (2002) Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. J Struct Eng 128(4): 526-533.
    • (2002) J Struct Eng , vol.128 , Issue.4 , pp. 526-533
    • Cornell, C.A.1    Jalayer, F.2    Hamburger, R.O.3    Foutch, D.A.4
  • 12
    • 0002202344 scopus 로고    scopus 로고
    • Progress and challenges in seismic performance assessment
    • Cornell CA, Krawinkler H (2000) Progress and challenges in seismic performance assessment. PEER Center News 3(2).
    • (2000) PEER Center News , vol.3 , Issue.2
    • Cornell, C.A.1    Krawinkler, H.2
  • 13
    • 0035247152 scopus 로고    scopus 로고
    • An energy-based methodology for the assessment of seismic demand
    • Decanini LD, Mollaioli F (2001) An energy-based methodology for the assessment of seismic demand. Soil Dyn Earthq Eng 21: 113-137.
    • (2001) Soil Dyn Earthq Eng , vol.21 , pp. 113-137
    • Decanini, L.D.1    Mollaioli, F.2
  • 14
    • 0032461274 scopus 로고    scopus 로고
    • Formulation of elastic earthquake input energy spectra
    • Decanini LD, Mollaioli F (1998) Formulation of elastic earthquake input energy spectra. Earthq Eng Struct Dyn 27: 1503-1522.
    • (1998) Earthq Eng Struct Dyn , vol.27 , pp. 1503-1522
    • Decanini, L.D.1    Mollaioli, F.2
  • 15
    • 24544481839 scopus 로고    scopus 로고
    • Decreto Ministero (DM) dei Lavori Pubblici 16/01/1996, (in Italian). Italian Ministry of Public Works, Rome, Italy
    • Decreto Ministero (DM) dei Lavori Pubblici 16/01/1996 (1996) Norme Tecniche per le Costruzioni in Zone Sismiche (in Italian). Italian Ministry of Public Works, Rome, Italy.
    • (1996) Norme Tecniche per le Costruzioni in Zone Sismiche
  • 17
    • 0000500574 scopus 로고
    • A measure of earthquake motion capacity to damage medium-period structures
    • Fajfar P, Vidic T, Fischinger M (1990) A measure of earthquake motion capacity to damage medium-period structures. Soil Dyn Earthq Eng 9(5): 236-242.
    • (1990) Soil Dyn Earthq Eng , vol.9 , Issue.5 , pp. 236-242
    • Fajfar, P.1    Vidic, T.2    Fischinger, M.3
  • 19
    • 0035341417 scopus 로고    scopus 로고
    • Base isolation for near-fault motions
    • Jangid RS, Kelly JM (2001) Base isolation for near-fault motions. Earthq Eng Struct Dyn 30(5): 691-707.
    • (2001) Earthq Eng Struct Dyn , vol.30 , Issue.5 , pp. 691-707
    • Jangid, R.S.1    Kelly, J.M.2
  • 21
    • 34247207277 scopus 로고    scopus 로고
    • Effective cyclic energy as a measure of cyclic demand
    • Kalkan E, Kunnath SK (2007) Effective cyclic energy as a measure of cyclic demand. J Earthquake Eng 11(5): 725-751.
    • (2007) J Earthquake Eng , vol.11 , Issue.5 , pp. 725-751
    • Kalkan, E.1    Kunnath, S.K.2
  • 22
    • 42349112749 scopus 로고    scopus 로고
    • Relevance of absolute and relative energy content in seismic evaluation of structures
    • Kalkan E, Kunnath SK (2008) Relevance of absolute and relative energy content in seismic evaluation of structures. Adv Struct Eng 11(1): 17-34.
    • (2008) Adv Struct Eng , vol.11 , Issue.1 , pp. 17-34
    • Kalkan, E.1    Kunnath, S.K.2
  • 23
    • 80052492304 scopus 로고    scopus 로고
    • Intensity measures for response prediction of a torsional building subjected to bi-directional earthquake ground motion
    • Lucchini A, Mollaioli F, Monti G (2011a) Intensity measures for response prediction of a torsional building subjected to bi-directional earthquake ground motion. Bull Earthquake Eng 9(5): 1499-1518.
    • (2011) Bull Earthquake Eng , vol.9 , Issue.5 , pp. 1499-1518
    • Lucchini, A.1    Mollaioli, F.2    Monti, G.3
  • 28
    • 61649102689 scopus 로고    scopus 로고
    • Principal component analysis for predicting the response of nonlinear base-isolated buildings
    • Narasimhan S, Wang M, Pandey MD (2009) Principal component analysis for predicting the response of nonlinear base-isolated buildings. Earthq Spectra 25(1): 93-115.
    • (2009) Earthq Spectra , vol.25 , Issue.1 , pp. 93-115
    • Narasimhan, S.1    Wang, M.2    Pandey, M.D.3
  • 29
    • 0021642585 scopus 로고
    • Scaling methods for earthquake spectra
    • Nau JM, Hall WJ (1984) Scaling methods for earthquake spectra. J Struct Eng 110: 1533-1548.
    • (1984) J Struct Eng , vol.110 , pp. 1533-1548
    • Nau, J.M.1    Hall, W.J.2
  • 30
    • 84884130776 scopus 로고    scopus 로고
    • Open System for Earthquake Engineering Simulation Version 2. 2. 2 (OpenSees 2. 2. 2)
    • Open System for Earthquake Engineering Simulation Version 2. 2. 2 (OpenSees 2. 2. 2) (2010) Pacific earthquake engineering research center. http://opensees. berkeley. edu.
    • (2010) Pacific earthquake engineering research center
  • 31
    • 80052442258 scopus 로고    scopus 로고
    • Pacific Earthquake Engineering Research (PEER)
    • Pacific Earthquake Engineering Research (PEER) (2005) Next Generation Attenuation (NGA) project. http://peer. berkeley. edu/nga/.
    • (2005) Next Generation Attenuation (NGA) project
  • 32
    • 0022044039 scopus 로고
    • Seismic damage analysis of reinforced concrete buildings
    • Park YJ, Ang AHS, Wen YK (1985) Seismic damage analysis of reinforced concrete buildings. J Struct Eng 111(4): 740-757.
    • (1985) J Struct Eng , vol.111 , Issue.4 , pp. 740-757
    • Park, Y.J.1    Ang, A.H.S.2    Wen, Y.K.3
  • 33
    • 0035576067 scopus 로고    scopus 로고
    • Hysteretic energy spectrum and damage control
    • Riddell R, Garcia J (2001) Hysteretic energy spectrum and damage control. Earthq Eng Struct Dyn 30(12): 1791-1816.
    • (2001) Earthq Eng Struct Dyn , vol.30 , Issue.12 , pp. 1791-1816
    • Riddell, R.1    Garcia, J.2
  • 34
    • 1442358232 scopus 로고    scopus 로고
    • Estimation of seismic demands on isolators based on nonlinear analysis
    • Ryan KL, Chopra AK (2004a) Estimation of seismic demands on isolators based on nonlinear analysis. J Struct Eng 130(3): 392-402.
    • (2004) J Struct Eng , vol.130 , Issue.3 , pp. 392-402
    • Ryan, K.L.1    Chopra, A.K.2
  • 35
    • 1442264931 scopus 로고    scopus 로고
    • Estimating the seismic displacement of friction pendulum isolators based on non-linear response history analysis
    • Ryan KL, Chopra AK (2004b) Estimating the seismic displacement of friction pendulum isolators based on non-linear response history analysis. Earthq Eng Struct Dyn 33(3): 359-373.
    • (2004) Earthq Eng Struct Dyn , vol.33 , Issue.3 , pp. 359-373
    • Ryan, K.L.1    Chopra, A.K.2
  • 36
    • 34948870546 scopus 로고    scopus 로고
    • Probabilistic seismic demand analysis using advanced ground motions intensity measures
    • Tothong P, Luco N (2007) Probabilistic seismic demand analysis using advanced ground motions intensity measures. Earthq Eng Struct Dyn 36(13): 1837-1860.
    • (2007) Earthq Eng Struct Dyn , vol.36 , Issue.13 , pp. 1837-1860
    • Tothong, P.1    Luco, N.2
  • 37
    • 0025227705 scopus 로고
    • Evaluation of seismic energy in structures
    • Uang CM, Bertero VV (1990) Evaluation of seismic energy in structures. Earthq Eng Struct Dyn 19(1): 77-90.
    • (1990) Earthq Eng Struct Dyn , vol.19 , Issue.1 , pp. 77-90
    • Uang, C.M.1    Bertero, V.V.2
  • 39
    • 56349137290 scopus 로고    scopus 로고
    • Correlation of deformation demands with ground motion intensity
    • Yakut A, Yilmaz H (2008) Correlation of deformation demands with ground motion intensity. J Struct Eng 134(12): 1818-1828.
    • (2008) J Struct Eng , vol.134 , Issue.12 , pp. 1818-1828
    • Yakut, A.1    Yilmaz, H.2
  • 40
    • 70349646609 scopus 로고    scopus 로고
    • Non-structure-specific intensity measure parameters and characteristic period of near-fault ground motions
    • Yang D, Pan J, Li G (2009) Non-structure-specific intensity measure parameters and characteristic period of near-fault ground motions. Earthq Eng Struct Dyn 38(11): 1257-1280.
    • (2009) Earthq Eng Struct Dyn , vol.38 , Issue.11 , pp. 1257-1280
    • Yang, D.1    Pan, J.2    Li, G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.