메뉴 건너뛰기




Volumn 2, Issue 4, 2008, Pages 353-376

Simplified pushover-based earthquake loss assessment (SP-BELA) method for masonry buildings

Author keywords

Loss estimation; Masonry buildings; Simplified pushover; Vulnerability assessment; Vulnerability curves

Indexed keywords

CONCRETE BUILDINGS; EARTHQUAKES; REINFORCED CONCRETE;

EID: 84973647647     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583050701828178     Document Type: Article
Times cited : (132)

References (33)
  • 1
    • 26844453824 scopus 로고    scopus 로고
    • Response of unreinforced masonry buildings
    • Abrams, D. P. 1997. Response of unreinforced masonry buildings. Journal of Earthquake Engineering 1(1):257-273.
    • (1997) Journal of Earthquake Engineering , vol.1 , Issue.1 , pp. 257-273
    • Abrams, D.P.1
  • 3
    • 0002792902 scopus 로고
    • Sulla vulnerabilitàsismica di edifici in muratura: Proposta su un metodo di valutazione
    • Benedetti, D., and Petrini, V. 1984. Sulla vulnerabilitàsismica di edifici in muratura: Proposta su un metodo di valutazione. L’industria delle Costruzioni 149: 66-74.
    • (1984) L’industria delle Costruzioni , vol.149 , pp. 66-74
    • Benedetti, D.1    Petrini, V.2
  • 4
    • 34547506166 scopus 로고
    • An application of coupled analytical models and experimental knowledge for seismic vulnerability analyses of masonry buildings
    • Bernardini, A., Gori, R., and Modena, C. 1990. An application of coupled analytical models and experimental knowledge for seismic vulnerability analyses of masonry buildings. Engineering Aspects of Earthquake Phenomena 3:161-180.
    • (1990) Engineering Aspects of Earthquake Phenomena , vol.3 , pp. 161-180
    • Bernardini, A.1    Gori, R.2    Modena, C.3
  • 5
    • 38849187109 scopus 로고    scopus 로고
    • Simplified pushover-based vulnerability analysis for large scale assessment of RC buildings
    • press
    • Borzi, B., Pinho, R., and Crowley, H. In press. Simplified pushover-based vulnerability analysis for large scale assessment of RC buildings. Engineering Structures 30(3):804-820.
    • Engineering Structures , vol.30 , Issue.3 , pp. 804-820
    • Borzi, B.1    Pinho, R.2    Crowley, H.3
  • 6
    • 20344398095 scopus 로고    scopus 로고
    • Performance based studies of in-plane loaded unreinforced masonry walls
    • Bosilijkov, V., Page, A., Bokan-Bosilijkov, V., and Zarnic, R. 2003. Performance based studies of in-plane loaded unreinforced masonry walls. Masonry International 16(2):39-50.
    • (2003) Masonry International , vol.16 , Issue.2 , pp. 39-50
    • Bosilijkov, V.1    Page, A.2    Bokan-Bosilijkov, V.3    Zarnic, R.4
  • 7
    • 0042633040 scopus 로고
    • Southern Italy November 23, 1980 earthquake: Section 5Astatistical study on damaged buildings and an ensuing review of the MSK-76 scale
    • Athens, Greece, 1982
    • Braga, F., Dolce, M., and Liberatore, D. 1982. Southern Italy November 23, 1980 earthquake: Section 5Astatistical study on damaged buildings and an ensuing review of the MSK-76 scale. In Proceedings of the 7th European Conference on Earthquake Engineering, Athens, Greece, 1982.
    • (1982) Proceedings of the 7th European Conference on Earthquake Engineering
    • Braga, F.1    Dolce, M.2    Liberatore, D.3
  • 8
    • 0033241831 scopus 로고    scopus 로고
    • A displacement-based approach for vulnerability evaluation of classes of buildings
    • Calvi, G. M. 1999. A displacement-based approach for vulnerability evaluation of classes of buildings. Journal of Earthquake Engineering 3(3):411-438.
    • (1999) Journal of Earthquake Engineering , vol.3 , Issue.3 , pp. 411-438
    • Calvi, G.M.1
  • 10
    • 4944239677 scopus 로고    scopus 로고
    • A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation
    • Crowley, H., Pinho, R., and Bommer, J. J. 2004. A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation. Bulletin of Earthquake Engineering 2(2):173-219.
    • (2004) Bulletin of Earthquake Engineering , vol.2 , Issue.2 , pp. 173-219
    • Crowley, H.1    Pinho, R.2    Bommer, J.J.3
  • 12
  • 13
    • 0142188729 scopus 로고    scopus 로고
    • Definition of collapse mechanisms and seismic vulnerability of masonry structures
    • D’Ayala, D., and Speranza, E. 2003. Definition of collapse mechanisms and seismic vulnerability of masonry structures. Earthquake Spectra 19(3):479-509.
    • (2003) Earthquake Spectra , vol.19 , Issue.3 , pp. 479-509
    • D’Ayala, D.1    Speranza, E.2
  • 16
    • 27844470065 scopus 로고    scopus 로고
    • Earthquake damage scenarios of the building stock or Potenza (Southern Italy) including site effects
    • Dolce, M., Masi, A., Marino, M., and Vona, M. 2003. Earthquake damage scenarios of the building stock or Potenza (Southern Italy) including site effects. Bulletin of Earthquake Engineering 1(1):115-140.
    • (2003) Bulletin of Earthquake Engineering , vol.1 , Issue.1 , pp. 115-140
    • Dolce, M.1    Masi, A.2    Marino, M.3    Vona, M.4
  • 18
    • 0037662170 scopus 로고    scopus 로고
    • Development of a simplified deformation-based method for seismic vulnerability assessment
    • Glaister, S., and Pinho, R. 2003. Development of a simplified deformation-based method for seismic vulnerability assessment. Journal of Earthquake Engineering 7(1):107-140.
    • (2003) Journal of Earthquake Engineering , vol.7 , Issue.1 , pp. 107-140
    • Glaister, S.1    Pinho, R.2
  • 20
    • 0038476492 scopus 로고    scopus 로고
    • Latin hypercube sampling and the propagation of uncertainty in analysis of complex systems
    • Helton, L. C., and Davis, F. J. 2003. Latin hypercube sampling and the propagation of uncertainty in analysis of complex systems. Reliability Engineering & System Safety 81:23-69.
    • (2003) Reliability Engineering & System Safety , vol.81 , pp. 23-69
    • Helton, L.C.1    Davis, F.J.2
  • 24
    • 0027087723 scopus 로고
    • Intensity versus ground motion: A new approach using Italian data
    • Margottini, C., Molin, D., Narcisi, B., and Serva, L. 1992. Intensity versus ground motion: a new approach using Italian data, Engineering Geology 33:45-48.
    • (1992) Engineering Geology , vol.33 , pp. 45-48
    • Margottini, C.1    Molin, D.2    Narcisi, B.3    Serva, L.4
  • 29
    • 33751502112 scopus 로고    scopus 로고
    • Experimental testing in support of a mechanicsbased procedure for the seismic risk evaluation of unreinforced masonry buildings
    • eds., Modena, C., Lourenço, P.B., and Roca P. London, England, Taylor and Francis
    • Restrepo-Vélez, L. F., and Magenes, G. 2005a. Experimental testing in support of a mechanicsbased procedure for the seismic risk evaluation of unreinforced masonry buildings. In International Seminar SAHC 2004 Structural Analysis of Historical Constructions, Vol. 2, eds., Modena, C., Lourenço, P.B., and Roca P. London, England, Taylor and Francis, 1079-1089.
    • (2005) International Seminar SAHC 2004 Structural Analysis of Historical Constructions , vol.2 , pp. 1079-1089
    • Restrepo-Vélez, L.F.1    Magenes, G.2
  • 30
    • 79952331174 scopus 로고    scopus 로고
    • A mechanics-based methodology for the evaluation of the seismic risk of unreinforced masonry buildings
    • No. 2005/05
    • Restrepo-Vélez, L.F., and Magenes, G. 2005b. A mechanics-based methodology for the evaluation of the seismic risk of unreinforced masonry buildings. ROSE Research Report No. 2005/05.
    • (2005) ROSE Research Report
    • Restrepo-Vélez, L.F.1    Magenes, G.2
  • 32
    • 13444302510 scopus 로고    scopus 로고
    • A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures
    • Rossetto, T., and Elnashai, A. 2005. A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures, Engineering Structures 7(3):397-409.
    • (2005) Engineering Structures , vol.7 , Issue.3 , pp. 397-409
    • Rossetto, T.1    Elnashai, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.