메뉴 건너뛰기




Volumn 43, Issue 7, 2014, Pages 1045-1066

A framework for the seismic assessment of existing masonry buildings accounting for different sources of uncertainty

Author keywords

Confidence factors; Knowledge levels; Masonry buildings; Modelling uncertainties; Seismic assessment; Uncertainty

Indexed keywords

BUILDING CODES; KNOWLEDGE BASED SYSTEMS; MASONRY CONSTRUCTION; NONLINEAR ANALYSIS; UNCERTAINTY ANALYSIS;

EID: 84898803854     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2386     Document Type: Article
Times cited : (72)

References (40)
  • 1
    • 84898801616 scopus 로고    scopus 로고
    • NTC08 Decreto ministeriale 14 gennaio 2008: "norme tecniche per le costruzioni," Ministero delle Infrastrutture. S.O. n.30 alla G.U. del 4.2.2008, No. 29
    • NTC08 Decreto ministeriale 14 gennaio 2008: "norme tecniche per le costruzioni, "Ministero delle Infrastrutture. S.O. n.30 alla G.U. del 4.2.2008, No. 29, 2008.
    • (2008)
  • 2
    • 84898781647 scopus 로고    scopus 로고
    • MIT Ministry of Infrastructures and Transportation circ. C.S.Ll.Pp. No. 617 Of 2/2/2009 "Istruzioni per l'applicazione delle nuove norme tecniche per le costruzioni di cui al Decreto Ministeriale 14 Gennaio 2008," Consiglio superiore dei lavori pubblici. S.O. n.27 alla G.U. del 26.02.2009, No. 47
    • MIT Ministry of Infrastructures and Transportation circ. C.S.Ll.Pp. No. 617 Of 2/2/2009 "Istruzioni per l'applicazione delle nuove norme tecniche per le costruzioni di cui al Decreto Ministeriale 14 Gennaio 2008, "Consiglio superiore dei lavori pubblici. S.O. n.27 alla G.U. del 26.02.2009, No. 47, 2009.
    • (2009)
  • 3
    • 84898777851 scopus 로고    scopus 로고
    • EN 1998-3. Eurocode 8: design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings. CEN, Bruxelles
    • EN 1998-3. Eurocode 8: design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings. CEN, Bruxelles, 2005.
    • (2005)
  • 4
    • 84898806789 scopus 로고    scopus 로고
    • EN 1990. Eurocode-basis of structural design. CEN, Bruxelles
    • EN 1990. Eurocode-basis of structural design. CEN, Bruxelles, 2002.
    • (2002)
  • 7
    • 84869096421 scopus 로고    scopus 로고
    • Evaluation of the EC8-3 confidence factors for the characterization of concrete strength in existing structures
    • Romao X, Gonçalves R, Costa A, Delgado R. Evaluation of the EC8-3 confidence factors for the characterization of concrete strength in existing structures. Materials and Structures 2012; 45(11):1737-1758.
    • (2012) Materials and Structures , vol.45 , Issue.11 , pp. 1737-1758
    • Romao, X.1    Gonçalves, R.2    Costa, A.3    Delgado, R.4
  • 8
    • 84861387302 scopus 로고    scopus 로고
    • Evaluation of uncertainties in the seismic assessment of existing masonry buildings
    • Tondelli M, Rota M, Penna A, Magenes G. Evaluation of uncertainties in the seismic assessment of existing masonry buildings. Journal of Earthquake Engineering 2012; 16(S1):36-64.
    • (2012) Journal of Earthquake Engineering , vol.16 S , Issue.1 , pp. 36-64
    • Tondelli, M.1    Rota, M.2    Penna, A.3    Magenes, G.4
  • 9
    • 84898780491 scopus 로고    scopus 로고
    • th International Masonry Conference, Dresden, Germany
    • th International Masonry Conference, Dresden, Germany, 2010; 247-256.
    • (2010) , pp. 247-256
    • Magenes, G.1    Penna, A.2    Galasco, A.3    Rota, M.4
  • 10
    • 28444465483 scopus 로고    scopus 로고
    • The effect of material and ground motion uncertainty on the seismic vulnerability curves of RC structure
    • Kwon O-S, Elnashai A. The effect of material and ground motion uncertainty on the seismic vulnerability curves of RC structure. Engineering Structures 2006; 28:289-303.
    • (2006) Engineering Structures , vol.28 , pp. 289-303
    • Kwon, O.-S.1    Elnashai, A.2
  • 11
    • 77950339842 scopus 로고    scopus 로고
    • A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses
    • Rota M, Penna A, Magenes G. A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses. Engineering Structures 2010; 32(5):1312-1323.
    • (2010) Engineering Structures , vol.32 , Issue.5 , pp. 1312-1323
    • Rota, M.1    Penna, A.2    Magenes, G.3
  • 12
    • 56949099876 scopus 로고    scopus 로고
    • Incorporating modelling uncertainties in the assessment of seismic collapse risk of buildings
    • Liel AB, Haselton CB, Deierlein GG, Baker JW. Incorporating modelling uncertainties in the assessment of seismic collapse risk of buildings. Structural Safety 2009; 31:197-211.
    • (2009) Structural Safety , vol.31 , pp. 197-211
    • Liel, A.B.1    Haselton, C.B.2    Deierlein, G.G.3    Baker, J.W.4
  • 13
    • 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. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. Journal of Structural Engineering 2002; 128(4):526-533.
    • (2002) Journal of Structural Engineering , vol.128 , Issue.4 , pp. 526-533
    • Cornell, C.A.1    Jalayer, F.2    Hamburger, R.O.3    Foutch, D.A.4
  • 14
    • 57049109188 scopus 로고    scopus 로고
    • Quantifying and communicating uncertainty in seismic risk assessment
    • Ellingwood BR, Kinali K. Quantifying and communicating uncertainty in seismic risk assessment. Structural Safety 2009; 31:179-187.
    • (2009) Structural Safety , vol.31 , pp. 179-187
    • Ellingwood, B.R.1    Kinali, K.2
  • 15
    • 68149100760 scopus 로고    scopus 로고
    • Incremental dynamic analysis with consideration of modeling uncertainties
    • Dolšek M. Incremental dynamic analysis with consideration of modeling uncertainties. Earthquake Engineering and Structural Dynamics 2009; 38:805-825.
    • (2009) Earthquake Engineering and Structural Dynamics , vol.38 , pp. 805-825
    • Dolšek, M.1
  • 18
    • 84898809269 scopus 로고
    • EPRI. Methodology for developing seismic fragilities. Electric Power Research Institute, Final report TR-103959 Research Project
    • EPRI. Methodology for developing seismic fragilities. Electric Power Research Institute, Final report TR-103959 Research Project, 1994.
    • (1994)
  • 19
    • 77952881848 scopus 로고    scopus 로고
    • REXEL: computer aided record selection for code-based seismic structural analysis
    • Iervolino I, Galasso C, Cosenza E. REXEL: computer aided record selection for code-based seismic structural analysis. Bulletin of Earthquake Engineering 2010; 8:339-362.
    • (2010) Bulletin of Earthquake Engineering , vol.8 , pp. 339-362
    • Iervolino, I.1    Galasso, C.2    Cosenza, E.3
  • 20
    • 84885874746 scopus 로고    scopus 로고
    • ASCONA: Automated Selection of COmpatible Natural Accelerograms
    • Corigliano M, Lai CG, Rota M, Strobbia CL. ASCONA: Automated Selection of COmpatible Natural Accelerograms. Earthquake Spectra 2012; 28(3):965-987.
    • (2012) Earthquake Spectra , vol.28 , Issue.3 , pp. 965-987
    • Corigliano, M.1    Lai, C.G.2    Rota, M.3    Strobbia, C.L.4
  • 22
    • 84893051979 scopus 로고    scopus 로고
    • Identification of suitable limit states from nonlinear dynamic analyses of masonry structures
    • DOI: 10.1080/13632469.2013.842190.
    • Mouyiannou A, Rota M, Penna A, Magenes G. Identification of suitable limit states from nonlinear dynamic analyses of masonry structures. Journal of Earthquake Engineering 2013; DOI: 10.1080/13632469.2013.842190.
    • (2013) Journal of Earthquake Engineering
    • Mouyiannou, A.1    Rota, M.2    Penna, A.3    Magenes, G.4
  • 23
    • 84898821519 scopus 로고    scopus 로고
    • CNR consiglio nazionale delle ricerche (National Research Council) Istruzioni per la valutazione affidabilistica della sicurezza sismica di edifici esistenti (Instruction for a seismic reliability-based assessment of existing buildings), CNR-DT 212/2012 - in Italian.
    • CNR consiglio nazionale delle ricerche (National Research Council) Istruzioni per la valutazione affidabilistica della sicurezza sismica di edifici esistenti (Instruction for a seismic reliability-based assessment of existing buildings), CNR-DT 212/2012 - in Italian.
  • 24
    • 84883824622 scopus 로고    scopus 로고
    • TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings
    • Lagomarsino S, Penna A, Galasco A, Cattari S. TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings. Engineering Structures 2013, 56:1787-1799.
    • (2013) Engineering Structures , vol.56 , pp. 1787-1799
    • Lagomarsino, S.1    Penna, A.2    Galasco, A.3    Cattari, S.4
  • 25
    • 84891933329 scopus 로고    scopus 로고
    • A nonlinear macroelement model for the seismic analysis of masonry buildings. Earthquake Engineering and Structural Dynamics, DOI: 10.1002/eqe.2335.
    • Penna A, Lagomarsino S, Galasco A. A nonlinear macroelement model for the seismic analysis of masonry buildings. Earthquake Engineering and Structural Dynamics 2013, DOI: 10.1002/eqe.2335.
    • (2013) Galasco A
    • Penna, A.1    Lagomarsino, S.2
  • 26
    • 84898829925 scopus 로고    scopus 로고
    • EN 1998-1 Eurocode 8: design of structures for earthquake resistance-Part 1: general rules, seismic actions and rules for buildings. CEN, Bruxelles
    • EN 1998-1 Eurocode 8: design of structures for earthquake resistance-Part 1: general rules, seismic actions and rules for buildings. CEN, Bruxelles, 2004.
    • (2004)
  • 28
    • 0000873069 scopus 로고
    • A method for the solution of certain non-linear problems in least squares
    • Levenberg K. A method for the solution of certain non-linear problems in least squares. Quarterly of Applied Mathematics 1944; 2(2):164-168.
    • (1944) Quarterly of Applied Mathematics , vol.2 , Issue.2 , pp. 164-168
    • Levenberg, K.1
  • 29
    • 0000169232 scopus 로고
    • An algorithm for the least-squares estimation of nonlinear parameters
    • Marquardt DW. An algorithm for the least-squares estimation of nonlinear parameters. SIAM Journal of Applied Mathematics 1963; 11(2):431-441.
    • (1963) SIAM Journal of Applied Mathematics , vol.11 , Issue.2 , pp. 431-441
    • Marquardt, D.W.1
  • 30
    • 0001430832 scopus 로고    scopus 로고
    • A nonlinear analysis method for performance-based seismic design
    • Fajfar P. A nonlinear analysis method for performance-based seismic design. Earthquake Spectra 2000; 16(3):573-592.
    • (2000) Earthquake Spectra , vol.16 , Issue.3 , pp. 573-592
    • Fajfar, P.1
  • 31
    • 78651330114 scopus 로고    scopus 로고
    • Seismic performance of autoclaved aerated concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation
    • Costa AA, Penna A, Magenes G. Seismic performance of autoclaved aerated concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation. Journal of Earthquake Engineering 2011; 15(1):1-31.
    • (2011) Journal of Earthquake Engineering , vol.15 , Issue.1 , pp. 1-31
    • Costa, A.A.1    Penna, A.2    Magenes, G.3
  • 32
    • 84898831669 scopus 로고    scopus 로고
    • Earthquake-resistant design of masonry buildings. Imperial College Press, Series on innovation in structures and constructions
    • Tomazevic M. Earthquake-resistant design of masonry buildings. Imperial College Press, Series on innovation in structures and constructions, 1999.
    • (1999)
    • Tomazevic, M.1
  • 34
    • 84898817125 scopus 로고    scopus 로고
    • th World Conference on Earthquake Engineering, Auckland, New Zealand
    • th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000.
    • (2000)
    • Magenes, G.1
  • 35
    • 84898816941 scopus 로고    scopus 로고
    • th International Brick-Block Masonry Conference, Sydney, 2008, paper No. 193.
    • th International Brick-Block Masonry Conference, Sydney, 2008, paper No. 193.
    • Magenes, G.1    Morandi, P.2    Penna, A.3
  • 36
    • 84898824501 scopus 로고    scopus 로고
    • th World Conference on Earthquake Engineering, Beijing, China, Paper No. 95.
    • th World Conference on Earthquake Engineering, Beijing, China, 2008. Paper No. 95.
    • (2008)
    • Magenes, G.1    Morandi, P.2    Penna, A.3
  • 37
    • 84898831836 scopus 로고    scopus 로고
    • th European Conference on Earthquake Engineering, Ohrid, Macedonia, 2010, Paper No. 1435.
    • th European Conference on Earthquake Engineering, Ohrid, Macedonia, 2010, Paper No. 1435.
    • Galasco, A.1    Magenes, G.2    Penna, A.3    Da Paré, M.4
  • 38
    • 84898832503 scopus 로고    scopus 로고
    • Stime di pericolosità sismica per diverse probabilità di superamento in 50 anni: valori di ag. Progetto DPC-INGV S1, Deliverable D2, available at(in Italian)
    • Meletti C, Montaldo V. Stime di pericolosità sismica per diverse probabilità di superamento in 50 anni: valori di ag. Progetto DPC-INGV S1, Deliverable D2, available at http://esse1.mi.ingv.it/d2.html (in Italian), 2007.
    • (2007)
    • Meletti, C.1    Montaldo, V.2
  • 39
    • 0038476492 scopus 로고    scopus 로고
    • Latin hypercube sampling and the propagation of uncertainty in analyses of complex systems
    • Helton JC, Davis FJ. Latin hypercube sampling and the propagation of uncertainty in analyses of complex systems. Reliability Engineering and System Safety 2003, 81:23-69.
    • (2003) Reliability Engineering and System Safety , vol.81 , pp. 23-69
    • Helton, J.C.1    Davis, F.J.2
  • 40
    • 84898828572 scopus 로고    scopus 로고
    • Personal communication
    • Borzi B. Personal communication. 2013.
    • (2013)
    • Borzi, B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.