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Volumn , Issue , 2013, Pages 334-365

Assessing the seismic vulnerability of masonry buildings

Author keywords

Capacity curves; Damage states; Limit analysis; Masonry structures; Performance points; Seismic vulnerability; Uncertainty

Indexed keywords

BUILDINGS; CONCRETE BUILDINGS; DAMAGE DETECTION; EARTHQUAKE ENGINEERING; MASONRY CONSTRUCTION; REINFORCED CONCRETE; SEISMOLOGY; UNCERTAINTY ANALYSIS;

EID: 84894614276     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1533/9780857098986.3.334     Document Type: Chapter
Times cited : (70)

References (53)
  • 2
    • 77952497417 scopus 로고    scopus 로고
    • Probabilistic methods for the estimation of potential seismic damage: Application to reinforced concrete buildings in Turkey
    • Askan A., Yucemen M.S. Probabilistic methods for the estimation of potential seismic damage: Application to reinforced concrete buildings in Turkey. Structural Safety 2010, 32(Issue 4):262-271.
    • (2010) Structural Safety , vol.32 , Issue.4 , pp. 262-271
    • Askan, A.1    Yucemen, M.S.2
  • 4
    • 0004816466 scopus 로고    scopus 로고
    • Damage scenarios simulation for seismic risk assessment in urban zones
    • Barbat A.H., Yépez Moya F., Canas J.A. Damage scenarios simulation for seismic risk assessment in urban zones. Earthquake Spectra 1996, 12(3):371-394.
    • (1996) Earthquake Spectra , vol.12 , Issue.3 , pp. 371-394
    • Barbat, A.H.1    Yépez Moya, F.2    Canas, J.A.3
  • 6
    • 34547506166 scopus 로고
    • An application of coupled analytical models and experiential knowledge for seismic vulnerability analyses of masonry buildings
    • Omega Scientific, Oxon, A. Koridze (Ed.)
    • Bernardini A., Gori R., Modena C. An application of coupled analytical models and experiential knowledge for seismic vulnerability analyses of masonry buildings. Engineering Aspects of Earthquake Phenomena 1990, Vol. 3:161-180. Omega Scientific, Oxon. A. Koridze (Ed.).
    • (1990) Engineering Aspects of Earthquake Phenomena , vol.3 , pp. 161-180
    • Bernardini, A.1    Gori, R.2    Modena, C.3
  • 8
    • 84973647647 scopus 로고    scopus 로고
    • Simplified pushover-based earthquake loss assessment (SP-BELA) method for masonry buildings
    • Borzi B., Crowley H., Pinho R. Simplified pushover-based earthquake loss assessment (SP-BELA) method for masonry buildings. International Journal of Architectural Heritage 2008, 2(4):353-376.
    • (2008) International Journal of Architectural Heritage , vol.2 , Issue.4 , pp. 353-376
    • Borzi, B.1    Crowley, H.2    Pinho, R.3
  • 13
    • 27844482950 scopus 로고    scopus 로고
    • Force and displacement based vulnerability assessment for traditional buildings
    • D'Ayala D. Force and displacement based vulnerability assessment for traditional buildings. Bulletin of Earthquake Engineering 2005, 3:235-265.
    • (2005) Bulletin of Earthquake Engineering , vol.3 , pp. 235-265
    • D'Ayala, D.1
  • 14
    • 84957358960 scopus 로고    scopus 로고
    • Analysis of the seismic vulnerability of the architectural heritage in Buhj, Gujarat, India
    • D'Ayala D., Kansal A. Analysis of the seismic vulnerability of the architectural heritage in Buhj, Gujarat, India. Structural Analysis of Historical Construction 2004, 1069-1078.
    • (2004) Structural Analysis of Historical Construction , pp. 1069-1078
    • D'Ayala, D.1    Kansal, A.2
  • 15
    • 78751591323 scopus 로고    scopus 로고
    • Assessment and analysis of damage in L'Aquila historic city centre after 6th April 2009
    • D'Ayala D., Paganoni S. Assessment and analysis of damage in L'Aquila historic city centre after 6th April 2009. Bulletin of Earthquake Engineering 2011, 9(1):81-104.
    • (2011) Bulletin of Earthquake Engineering , vol.9 , Issue.1 , pp. 81-104
    • D'Ayala, D.1    Paganoni, S.2
  • 16
    • 79959233643 scopus 로고    scopus 로고
    • Dynamic multibody behaviour of masonry historic structures
    • D'Ayala D., Shi Y. Dynamic multibody behaviour of masonry historic structures. International Journal of Architectural Heritage 2011, 5(Issue 4-5):483-512.
    • (2011) International Journal of Architectural Heritage , vol.5 , Issue.4-5 , pp. 483-512
    • D'Ayala, D.1    Shi, Y.2
  • 17
    • 0142188729 scopus 로고    scopus 로고
    • Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings
    • D'Ayala D., Speranza E. Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthquake Spectra 2003, 19:479-509.
    • (2003) Earthquake Spectra , vol.19 , pp. 479-509
    • D'Ayala, D.1    Speranza, E.2
  • 19
    • 0031275041 scopus 로고    scopus 로고
    • Earthquake loss estimation for Europe's historic town centres
    • D'Ayala D., Spence R., Oliveira C., Pomonis A. Earthquake loss estimation for Europe's historic town centres. Earthquake Spectra 1997, 13:773-794.
    • (1997) Earthquake Spectra , vol.13 , pp. 773-794
    • D'Ayala, D.1    Spence, R.2    Oliveira, C.3    Pomonis, A.4
  • 23
    • 0034351271 scopus 로고    scopus 로고
    • Correlation between seismic acceleration parameters and overall structural damage indices of buildings
    • Elenas A. Correlation between seismic acceleration parameters and overall structural damage indices of buildings. Soil Dynamics and Earthquake Engineering 2000, 20(1-4):93-100.
    • (2000) Soil Dynamics and Earthquake Engineering , vol.20 , Issue.1-4 , pp. 93-100
    • Elenas, A.1
  • 24
    • 40249090113 scopus 로고    scopus 로고
    • Generation of fragility curves for Turkish masonry buildings considering in-plane failure modes
    • Erberik M.A. Generation of fragility curves for Turkish masonry buildings considering in-plane failure modes. Earthquake Engineering and Structural Dynamics 2008, 37:387-405.
    • (2008) Earthquake Engineering and Structural Dynamics , vol.37 , pp. 387-405
    • Erberik, M.A.1
  • 27
    • 0037878498 scopus 로고    scopus 로고
    • Federal Emergency Management Agency, Washington, DC
    • FEMA HAZUS99 Technical Manual 1999, Federal Emergency Management Agency, Washington, DC.
    • (1999) HAZUS99 Technical Manual
  • 29
    • 44149092754 scopus 로고    scopus 로고
    • Review of the development of the capacity spectrum method
    • Paper No. 438
    • Freeman S.A. Review of the development of the capacity spectrum method. ISET Journal of Earthquake Technology 2004, 41(No. 1):1-13. Paper No. 438.
    • (2004) ISET Journal of Earthquake Technology , vol.41 , Issue.NO. 1 , pp. 1-13
    • Freeman, S.A.1
  • 31
    • 85023953118 scopus 로고    scopus 로고
    • Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation
    • Griffith M.C., Magenes G., Melis G., Picchi L. Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation. Journal of Earthquake Engineering 2003, 7(SP 1):141-169.
    • (2003) Journal of Earthquake Engineering , vol.7 , Issue.SP 1 , pp. 141-169
    • Griffith, M.C.1    Magenes, G.2    Melis, G.3    Picchi, L.4
  • 35
    • 80052140247 scopus 로고    scopus 로고
    • Developing empirical collapse fragility functions for global building types
    • Jaiswal K., Wald D., D'Ayala D. Developing empirical collapse fragility functions for global building types. Earthquake Spectra 2011, 27:775.
    • (2011) Earthquake Spectra , vol.27 , pp. 775
    • Jaiswal, K.1    Wald, D.2    D'Ayala, D.3
  • 36
    • 0031732426 scopus 로고    scopus 로고
    • Development of seismic risk scenarios based on a hybrid method of vulnerability assessment
    • Kappos A.J., Stylianidis K.C., Pitilakis K. Development of seismic risk scenarios based on a hybrid method of vulnerability assessment. Natural Hazards 1998, 17(2):177-192.
    • (1998) Natural Hazards , vol.17 , Issue.2 , pp. 177-192
    • Kappos, A.J.1    Stylianidis, K.C.2    Pitilakis, K.3
  • 37
    • 46149116351 scopus 로고    scopus 로고
    • Development of a seismic damage and loss scenario for contemporary and historical buildings in Thessaloniki, Greece
    • Kappos A.J., Panagopoulos G., Penelis G.G. Development of a seismic damage and loss scenario for contemporary and historical buildings in Thessaloniki, Greece. Soil Dynamics and Earthquake Engineering 2008, 28(Issue 10-11):836-850.
    • (2008) Soil Dynamics and Earthquake Engineering , vol.28 , Issue.10-11 , pp. 836-850
    • Kappos, A.J.1    Panagopoulos, G.2    Penelis, G.G.3
  • 38
    • 33751535848 scopus 로고    scopus 로고
    • Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings
    • Lagomarsino S., Giovinazzi S. Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bulletin of Earthquake Engineering 2006, 4(4):415-443.
    • (2006) Bulletin of Earthquake Engineering , vol.4 , Issue.4 , pp. 415-443
    • Lagomarsino, S.1    Giovinazzi, S.2
  • 39
    • 1842738317 scopus 로고    scopus 로고
    • On the seismic vulnerability of existing buildings: a case study of the city of Basel
    • Lang K., Bachmann H. On the seismic vulnerability of existing buildings: a case study of the city of Basel. Earthquake Spectra 2004, 20(1):43-66.
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 43-66
    • Lang, K.1    Bachmann, H.2
  • 41
    • 36849024753 scopus 로고    scopus 로고
    • Shake table tests on the out-of-plane response of unreinforced masonry walls
    • Meisl C.S., Elwood K.J., Ventura C.E. Shake table tests on the out-of-plane response of unreinforced masonry walls. Canadian Journal of Civil Engineering 2007, 34(11):1381-1392.
    • (2007) Canadian Journal of Civil Engineering , vol.34 , Issue.11 , pp. 1381-1392
    • Meisl, C.S.1    Elwood, K.J.2    Ventura, C.E.3
  • 42
    • 75749131365 scopus 로고    scopus 로고
    • SELENA - an open-source tool for seismic risk and loss assessment using a logic tree computation procedure
    • Molina S., Lang D.H., Lindholm D. SELENA - an open-source tool for seismic risk and loss assessment using a logic tree computation procedure. Computers & Geosciences 2009, 36(3):257-269.
    • (2009) Computers & Geosciences , vol.36 , Issue.3 , pp. 257-269
    • Molina, S.1    Lang, D.H.2    Lindholm, D.3
  • 43
    • 29144481794 scopus 로고    scopus 로고
    • Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm and comparison with existing procedures
    • Paquette J., Bruneau M. Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm and comparison with existing procedures. Construction Building Materials 2006, 20:220-228.
    • (2006) Construction Building Materials , vol.20 , pp. 220-228
    • Paquette, J.1    Bruneau, M.2
  • 48
    • 40449087339 scopus 로고    scopus 로고
    • Damage as a measure for earthquake-resistant design of masonry structures: slovenian experience
    • Tomazevicm M. Damage as a measure for earthquake-resistant design of masonry structures: slovenian experience. Canadian Journal of Civil Engineering 2007, 34:1403-1412.
    • (2007) Canadian Journal of Civil Engineering , vol.34 , pp. 1403-1412
    • Tomazevicm, M.1
  • 50
    • 15944368639 scopus 로고    scopus 로고
    • Direct estimation of seismic demand and capacity of multidegree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation
    • Vamvatsikos D., Cornell C. Direct estimation of seismic demand and capacity of multidegree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation. Journal of Structural Engineering 2005, 131(4):589-599.
    • (2005) Journal of Structural Engineering , vol.131 , Issue.4 , pp. 589-599
    • Vamvatsikos, D.1    Cornell, C.2
  • 53
    • 77954051264 scopus 로고    scopus 로고
    • Microzonation of seismic risk in a low-rise Latin American city, based on the macroseismic evaluation of the vulnerability of residential buildings: Colima city, Mexico
    • Zobin V.M., Cruz-Bravo A.A., Ventura-Ramirez F. Microzonation of seismic risk in a low-rise Latin American city, based on the macroseismic evaluation of the vulnerability of residential buildings: Colima city, Mexico. Natural Hazards Earth System Science 2010, 10:1347-1358.
    • (2010) Natural Hazards Earth System Science , vol.10 , pp. 1347-1358
    • Zobin, V.M.1    Cruz-Bravo, A.A.2    Ventura-Ramirez, F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.