메뉴 건너뛰기




Volumn 41, Issue , 2013, Pages 276-295

Pushover analysis of large scale unreinforced masonry structures by means of a fully 2D non-linear model

Author keywords

2D pushover analyses; Compression and tension strength; Disturbed state concept; Macro modeling; Masonry; Softening

Indexed keywords

COMPRESSION AND TENSION STRENGTH; DISTURBED STATE CONCEPT; MACRO-MODELING; MASONRY; PUSH-OVER ANALYSIS; SOFTENING;

EID: 84872286196     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2012.12.006     Document Type: Article
Times cited : (37)

References (62)
  • 1
    • 84871745175 scopus 로고    scopus 로고
    • NTC 2008, DM 2008 Rome, Italy, 14/01/2008 and Circolare 2 febbraio 2009, n. 617 Istruzioni per l'applicazione delle "Nuove norme tecniche per le costruzioni" di cui al decreto ministeriale 14 gennaio; 2008. [GU n. 47 del 26-2-2009 - Suppl. Ordinario no.27]
    • NTC 2008, DM 2008. Nuove norme tecniche per le costruzioni. Ministero delle Infrastrutture (GU n.29 04/02/2008), Rome, Italy, 14/01/2008 and Circolare 2 febbraio 2009, n. 617 Istruzioni per l'applicazione delle "Nuove norme tecniche per le costruzioni" di cui al decreto ministeriale 14 gennaio; 2008. [GU n. 47 del 26-2-2009 - Suppl. Ordinario no.27].
    • Nuove Norme Tecniche per le Costruzioni. Ministero Delle Infrastrutture (GU n.29 04/02/2008)
  • 4
    • 78651414559 scopus 로고    scopus 로고
    • Bond behaviour of CFRP laminates glued on clay bricks: Experimental and numerical study
    • E. Grande, M. Imbimbo, and E. Sacco Bond behaviour of CFRP laminates glued on clay bricks: experimental and numerical study Compos B Eng 42 2 2011 330 340
    • (2011) Compos B Eng , vol.42 , Issue.2 , pp. 330-340
    • Grande, E.1    Imbimbo, M.2    Sacco, E.3
  • 5
    • 70349775623 scopus 로고    scopus 로고
    • Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames
    • G. Milani, K. Beyer, and A. Dazio Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames Eng Struct 31 2009 2696 2710
    • (2009) Eng Struct , vol.31 , pp. 2696-2710
    • Milani, G.1    Beyer, K.2    Dazio, A.3
  • 6
    • 54049085824 scopus 로고    scopus 로고
    • An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings
    • Y. Belmouden, and P. Lestuzzi An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings Constr Build Mater 23 2009 40 53
    • (2009) Constr Build Mater , vol.23 , pp. 40-53
    • Belmouden, Y.1    Lestuzzi, P.2
  • 7
    • 26644458598 scopus 로고    scopus 로고
    • Strength capacity of masonry wall structures by the equivalent frame method
    • P. Roca, C. Molins, and A.R. Marí Strength capacity of masonry wall structures by the equivalent frame method J Struct Eng ASCE 131 10 2005 1601 1609
    • (2005) J Struct Eng ASCE , vol.131 , Issue.10 , pp. 1601-1609
    • Roca, P.1    Molins, C.2    Marí, A.R.3
  • 9
    • 48149099906 scopus 로고    scopus 로고
    • A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers
    • S.Y. Chen, F.L. Moon, and T. Yi A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers Eng Struct 30 8 2008 2242 2252
    • (2008) Eng Struct , vol.30 , Issue.8 , pp. 2242-2252
    • Chen, S.Y.1    Moon, F.L.2    Yi, T.3
  • 10
    • 40249116982 scopus 로고    scopus 로고
    • Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code
    • DOI 10.1002/eqe.770
    • L. Pasticier, C. Amadio, and M. Fragiacomo Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V. 10 code Earthquake Eng Struct Dynam 37 2008 467 485 (Pubitemid 351330774)
    • (2008) Earthquake Engineering and Structural Dynamics , vol.37 , Issue.3 , pp. 467-485
    • Pasticier, L.1    Amadio, C.2    Fragiacomo, M.3
  • 11
    • 10844264951 scopus 로고    scopus 로고
    • Simplified non-linear seismic analysis of masonry buildings
    • G. Magenes, and A. Della Fontana Simplified non-linear seismic analysis of masonry buildings Proc Br Masonry Soc 8 1998 190 195
    • (1998) Proc Br Masonry Soc , vol.8 , pp. 190-195
    • Magenes, G.1    Della Fontana, A.2
  • 12
    • 0042565940 scopus 로고    scopus 로고
    • Comparative inelastic pushover analysis of masonry frames
    • DOI 10.1016/S0141-0296(03)00118-4
    • T. Salonikios, C. Karakostas, V. Lekidis, and A. Anthoine Comparative inelastic pushover analysis of masonry frames Eng Struct 25 2003 1515 1523 (Pubitemid 36965346)
    • (2003) Engineering Structures , vol.25 , Issue.12 , pp. 1515-1523
    • Salonikios, T.1    Karakostas, C.2    Lekidis, V.3    Anthoine, A.4
  • 13
    • 80255139071 scopus 로고    scopus 로고
    • Lateral strength force of URM structures based on a constitutive model for interface element
    • A.H. Akhaveissy Lateral strength force of URM structures based on a constitutive model for interface element Latin Am J Solids Struct 8 2011 445 461
    • (2011) Latin Am J Solids Struct , vol.8 , pp. 445-461
    • Akhaveissy, A.H.1
  • 15
    • 80255138078 scopus 로고    scopus 로고
    • Unreinforced masonry walls: Nonlinear finite element analysis with a unified constitutive model
    • A.H. Akhaveissy, and C.S. Desai Unreinforced masonry walls: nonlinear finite element analysis with a unified constitutive model Arch Comput Methods Eng 18 4 2011 485 502
    • (2011) Arch Comput Methods Eng , vol.18 , Issue.4 , pp. 485-502
    • Akhaveissy, A.H.1    Desai, C.S.2
  • 16
    • 0031282029 scopus 로고    scopus 로고
    • A plane stress softening plasticity model for orthotropic materials
    • P.B. Lourenco, R. de Borst, and J.G. Rots A plane stress softening plasticity model for orthotropic materials Int J Numer Meth Eng 40 1997 4033 4057
    • (1997) Int J Numer Meth Eng , vol.40 , pp. 4033-4057
    • Lourenco, P.B.1    De Borst, R.2    Rots, J.G.3
  • 18
    • 0023349505 scopus 로고
    • A constitutive model for rocks
    • C.S. Desai, and M.R. Salami A constitutive model for rocks J Geotech Eng ASCE 113 1987 407 423
    • (1987) J Geotech Eng ASCE , vol.113 , pp. 407-423
    • Desai, C.S.1    Salami, M.R.2
  • 19
    • 0038345921 scopus 로고    scopus 로고
    • Nonlinear parameter identification of models for masonry
    • DOI 10.1016/S0020-7683(03)00170-7
    • R. Morbiducci Nonlinear parameter identification of models for masonry Int J Solids Struct 40 2003 4071 4090 (Pubitemid 36738696)
    • (2003) International Journal of Solids and Structures , vol.40 , Issue.15 , pp. 4071-4090
    • Morbiducci, R.1
  • 21
    • 3943080785 scopus 로고
    • A tensile Rankine type orthotropic model for masonry
    • Pande GN, Middleton J, editors.Books & Journals International, Swansea, UK
    • Lourenço PB, Rots JG, Feenstra PH. A tensile Rankine type orthotropic model for masonry. In: Computer methods in structural masonry-3. Pande GN, Middleton J, editors.Books & Journals International, Swansea, UK; 1995.
    • (1995) Computer Methods in Structural masonry-3
    • Lourenço, P.B.1    Rots, J.G.2    Feenstra, P.H.3
  • 22
    • 0030151705 scopus 로고    scopus 로고
    • Disturbed state constitutive modeling based on stress-strain and nondestructive behavior
    • DOI 10.1016/0020-7683(95)00115-8
    • C.S. Desai, and J. Toth Disturbed state constitutive modelling based on stress-strain and nondestructive behavior Int J Solids Struct 33 1996 1619 1650 (Pubitemid 126381735)
    • (1996) International Journal of Solids and Structures , vol.33 , Issue.11 , pp. 1619-1650
    • Desai, C.S.1    Toth, J.2
  • 23
    • 0025431654 scopus 로고
    • Constitutive modeling including multiaxial testing for plain concrete under low-confining pressure
    • M.R. Salami, and C.S. Desai Constitutive modeling including multiaxial testing for plain concrete under low confining pressure J Mater Am Concr Inst 87 3 1990 228 236 (Pubitemid 20698544)
    • (1990) ACI Materials Journal , vol.87 , Issue.3 , pp. 228-236
    • Salami, M.R.1    Desai, C.S.2
  • 25
    • 0024860156 scopus 로고
    • Analysis, evaluation and implementation of a nonassociative model for geologic materials
    • C.S. Desai, and Q.S.E. Hashmi Analysis, evaluation and implementation of a nonassociative model for geologic materials Int J Plasticit 5 1989 397 420
    • (1989) Int J Plasticit , vol.5 , pp. 397-420
    • Desai, C.S.1    Hashmi, Q.S.E.2
  • 27
    • 0024087566 scopus 로고
    • Modeling And Testing For Anisotropic Behavior Of Soils
    • S. Somasundaram, and C.S. Desai Modelling and testing for anisotropic behavior of soils J Eng Mech ASCE 114 1988 1473 1496 (Pubitemid 18655309)
    • (1988) Journal of Engineering Mechanics , vol.114 , Issue.9 , pp. 1473-1496
    • Somasundaram, S.1    Desai, C.S.2
  • 28
    • 0024856693 scopus 로고
    • Earthquake analysis with generalized plasticity model for saturated soils
    • C.S. Desai, and H.M. Galagoda Earthquake analysis with generalized plasticity model for saturated soils J Earthquake Eng Struct Dyn 18 6 1989 903 919
    • (1989) J Earthquake Eng Struct Dyn , vol.18 , Issue.6 , pp. 903-919
    • Desai, C.S.1    Galagoda, H.M.2
  • 29
    • 0027333950 scopus 로고
    • Constitutive model for cyclic behavior of cohesive soils
    • ASCE
    • Wathugala GW, Desai CS. Constitutive model for cyclic behavior of cohesive soils. I: Theory. J. Geotech. Eng., ASCE 1993; 119 (4): 714-29.
    • (1993) I: Theory. J. Geotech. Eng. , vol.119 , Issue.4 , pp. 714-729
    • Wathugala, G.W.1    Desai, C.S.2
  • 31
    • 0028977235 scopus 로고
    • Constitutive Modeling and Analysis of Creeping Slopes
    • ASCE
    • Desai CS, Samtani NC, Vulliet L. Constitutive Modeling and Analysis of Creeping Slopes. J. Geotech. Eng., ASCE 1995; 121(1): 43-56.
    • (1995) J. Geotech. Eng. , vol.121 , Issue.1 , pp. 43-56
    • Desai, C.S.1    Samtani, N.C.2    Vulliet, L.3
  • 33
    • 0029416454 scopus 로고
    • Modeling and testing of cohesive soil using disturbed-state concept
    • D.R. Katti, and C.S. Desai Modelling and testing of cohesive soil using the disturbed state concept J Eng Mech ASCE 121 1994 648 658 (Pubitemid 26465052)
    • (1995) Journal of Engineering Mechanics - ASCE , vol.121 , Issue.5 , pp. 648-658
    • Katti, D.R.1    Desai, C.S.2
  • 34
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls, Part I: Failure surfaces
    • DOI 10.1016/j.compstruc.2005.09.005, PII S0045794905003159
    • G. Milani, P.B. Lourenco, and A. Tralli Homogenised limit analysis of masonry walls, Part I: Failure surfaces Comput Struct 84 3-4 2006 166 180 (Pubitemid 41745467)
    • (2006) Computers and Structures , vol.84 , Issue.3-4 , pp. 166-180
    • Milani, G.1    Lourenco, P.B.2    Tralli, A.3
  • 35
    • 33947406705 scopus 로고    scopus 로고
    • Unified DSC constitutive model for pavement materials with numerical implementation
    • DOI 10.1061/(ASCE)1532-3641(2007)7:2(83)
    • C.S. Desai Unified DSC constitutive model for pavement materials with numerical implementation Int J Geomech ASCE 7 2 2007 83 101 (Pubitemid 46454882)
    • (2007) International Journal of Geomechanics , vol.7 , Issue.2 , pp. 83-101
    • Desai, C.S.1
  • 37
    • 84155171250 scopus 로고    scopus 로고
    • Application of DSC model for nonlinear analysis of reinforced concrete frames
    • A.H. Akhaveissy, and C.S. Desai Application of DSC model for nonlinear analysis of reinforced concrete frames Finite Elem Anal Des 50 2012 98 107
    • (2012) Finite Elem Anal des , vol.50 , pp. 98-107
    • Akhaveissy, A.H.1    Desai, C.S.2
  • 38
    • 34548156986 scopus 로고    scopus 로고
    • Stress-strain characteristics of clay brick masonry under uniaxial compression
    • DOI 10.1061/(ASCE)0899-1561(2007)19:9(728)
    • H.B. Kaushik, D.C. Rai, and S.K. Jain Stress-strain characteristics of clay brick masonry under uniaxial compression J Mater Civ Eng ASCE 19 9 2007 728 739 (Pubitemid 47307910)
    • (2007) Journal of Materials in Civil Engineering , vol.19 , Issue.9 , pp. 728-739
    • Kaushik, H.B.1    Rai, D.C.2    Jain, S.K.3
  • 39
    • 80255139070 scopus 로고    scopus 로고
    • Simulation of Brick masonry wall behavior under in plane lateral loading using applied element method
    • Vancouver, BC, Canada, August 1-6, paper no. 1664
    • Pandey BH, Meguro K. Simulation of Brick masonry wall behavior under in plane lateral loading using applied element method. In Proceedings of 13th world conference on earthquake engineering. Vancouver, BC, Canada, August 1-6, paper no. 1664; 2004.
    • (2004) Proceedings of 13th World Conference on Earthquake Engineering
    • Pandey, B.H.1    Meguro, K.2
  • 40
    • 84987266075 scopus 로고
    • A statistical distribution function of wide applicability
    • W.A. Weibull A statistical distribution function of wide applicability Appl Mech 18 1951 293 297
    • (1951) Appl Mech , vol.18 , pp. 293-297
    • Weibull, W.A.1
  • 41
    • 33947100978 scopus 로고    scopus 로고
    • Uniaxial compressive stress-strain model for clay brick masonry
    • H.B. Kaushik, D.C. Rai, and S.K. Jain Uniaxial compressive stress-strain model for clay brick masonry Curr Sci 92 4 2007 497 501 (Pubitemid 46409648)
    • (2007) Current Science , vol.92 , Issue.4 , pp. 497-501
    • Kaushik, H.B.1    Rai, D.C.2    Jain, S.K.3
  • 42
    • 0343878255 scopus 로고    scopus 로고
    • Inelastic analysis of reinforced concrete columns
    • C. Yalcin, and M. Saatcioglu Inelastic analysis of reinforced concrete columns Comput Struct 77 2000 539 555
    • (2000) Comput Struct , vol.77 , pp. 539-555
    • Yalcin, C.1    Saatcioglu, M.2
  • 43
    • 69549096420 scopus 로고    scopus 로고
    • Implementation and comparison of generalized plasticity and disturbed state concept for load-deformation behavior of foundation
    • A.H. Akhaveissy, C.S. Desai, S.A. Sadrnejad, and H. Shakib Implementation and comparison of generalized plasticity and disturbed state concept for load-deformation behavior of foundation Scientia Iranica J Trans A: Civ Eng 16 3 2009 189 198
    • (2009) Scientia Iranica J Trans A: Civ Eng , vol.16 , Issue.3 , pp. 189-198
    • Akhaveissy, A.H.1    Desai, C.S.2    Sadrnejad, S.A.3    Shakib, H.4
  • 44
    • 43249106838 scopus 로고    scopus 로고
    • Nonlinear finite element analysis of grouted and ungrouted hollow interlocking mortar less block masonry system
    • W.A. Thanoon, A.H. Alwathaf, J. Noorzaei, M. Saleh Jaafar, and M.R. Abdulkadir Nonlinear finite element analysis of grouted and ungrouted hollow interlocking mortar less block masonry system Eng Struct 30 2008 1560 1572
    • (2008) Eng Struct , vol.30 , pp. 1560-1572
    • Thanoon, W.A.1    Alwathaf, A.H.2    Noorzaei, J.3    Saleh Jaafar, M.4    Abdulkadir, M.R.5
  • 47
    • 28544449220 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls, Part II: Structural examples
    • DOI 10.1016/j.compstruc.2005.09.004, PII S0045794905003147
    • G. Milani, P.B. Lourenco, and A. Tralli Homogenised limit analysis of masonry walls, Part II: Structural examples Comput Struct 84 3-4 2006 181 195 (Pubitemid 41745468)
    • (2006) Computers and Structures , vol.84 , Issue.3-4 , pp. 181-195
    • Milani, G.1    Lourenco, P.B.2    Tralli, A.3
  • 48
    • 33745667569 scopus 로고    scopus 로고
    • Standard number 2800-84 (2007). 3rd edition. Building and Housing Research Center. Tehran, Iran
    • Iranian code of practice for seismic resistant design of buildings. Standard number 2800-84 (2007). 3rd edition. Building and Housing Research Center. Tehran, Iran.
    • Iranian Code of Practice for Seismic Resistant Design of Buildings
  • 50
    • 84864018734 scopus 로고    scopus 로고
    • Finite element nonlinear analysis of high-rise unreinforced masonry building
    • A.H. Akhaveissy Finite element nonlinear analysis of high-rise unreinforced masonry building Latin Am J Solids Struct 9 2012 547 567
    • (2012) Latin Am J Solids Struct , vol.9 , pp. 547-567
    • Akhaveissy, A.H.1
  • 52
    • 33645407106 scopus 로고    scopus 로고
    • Canadian Standard Association (CSA) S304.1. Ontario, Canada
    • Canadian Standard Association (CSA). Design of masonry structures. S304.1. Ontario, Canada; 2004.
    • (2004) Design of Masonry Structures
  • 53
  • 54
    • 0006773705 scopus 로고    scopus 로고
    • Masonry Standard Joint Committee (MSJC) American Concrete Institute, Structural Engineering Institute of the American Society of Civil Engineers. The Masonry Society, Detroit
    • Masonry Standard Joint Committee (MSJC) Building code requirements for masonry structures. ACI 530-02/ASCE 5-02/TMS 402-2, American Concrete Institute, Structural Engineering Institute of the American Society of Civil Engineers. The Masonry Society, Detroit; 2002.
    • (2002) Building Code Requirements for Masonry Structures. ACI 530-02/ASCE 5-02/TMS 402-2
  • 58
    • 0031126271 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls. Part II: The continuum model and its application
    • L. Gambarotta, and S. Lagomarsino Damage models for the seismic response of brick masonry shear walls. Part II: The continuum model and its application Earthquake Eng Struct Dynam 26 4 1997 441 462
    • (1997) Earthquake Eng Struct Dynam , vol.26 , Issue.4 , pp. 441-462
    • Gambarotta, L.1    Lagomarsino, S.2
  • 60
    • 84864019129 scopus 로고    scopus 로고
    • Analysis of a masonry building in via martoglio
    • [chapter 6], University of Genoa [in Italian], CNR Gruppo Nazionale per la Difesa dei Terremoti
    • Brencich A, Gambarotta L, Lagomarsino S. Analysis of a masonry building in via martoglio. pages 107-143. Catania Project: Research on the seismic response of two masonry buildings, [chapter 6], University of Genoa [in Italian], CNR Gruppo Nazionale per la Difesa dei Terremoti; 2000.
    • (2000) Catania Project: Research on the Seismic Response of Two Masonry Buildings , pp. 107-143
    • Brencich, A.1    Gambarotta, L.2    Lagomarsino, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.