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Volumn 25, Issue 12, 2011, Pages 4308-4324

Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all'Impruneta (Italy)

Author keywords

Basilica type church buildings; Earthquake loading; FE modelling; Nonlinear analysis; Seismic vulnerability

Indexed keywords

BASILICA-TYPE CHURCH BUILDINGS; CONSTITUTIVE ASSUMPTION; CONSTITUTIVE LAW; DYNAMIC PROPERTY; EARTHQUAKE LOADING; FE MODELLING; FINITE ELEMENT MODELLING; HISTORIC BUILDINGS; LATERAL LOADS; LIMIT ANALYSIS; MACRO-MODELLING; NON-LINEAR NUMERICAL MODEL; NONLINEAR BEHAVIOURS; PUSHOVER METHOD; SEISMIC ACTION; SEISMIC BEHAVIOUR; SEISMIC DEMANDS; SEISMIC VULNERABILITY; STRUCTURAL BEHAVIOUR;

EID: 79960241645     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2010.12.028     Document Type: Article
Times cited : (158)

References (39)
  • 1
    • 0007797921 scopus 로고    scopus 로고
    • Damage survey of ancient churches: The Umbria-Marche experience
    • Bernardini A, editor. Seismic damage to masonry buildings Monselice, Padova, Italy, Rotterdam: Balkema
    • Lagomarsino S. Damage survey of ancient churches: the Umbria-Marche experience. In: Bernardini A, editor. Seismic damage to masonry buildings. Proceeding of the international workshop on "measures of seismic damage to masonry buildings", Monselice, Padova, Italy, Rotterdam: Balkema; 1999.
    • (1999) Proceeding of the International Workshop on "measures of Seismic Damage to Masonry Buildings"
    • Lagomarsino, S.1
  • 2
    • 77953026092 scopus 로고    scopus 로고
    • Structural performance of the historic and modern buildings of the University of L'Aquila during the seismic events of April 2009
    • A.M. Ceci, A. Contento, L. Fanale, D. Galeota, V. Gattulli, and M. Lepidi Structural performance of the historic and modern buildings of the University of L'Aquila during the seismic events of April 2009 Eng Struct 32 7 2010 1899 1924
    • (2010) Eng Struct , vol.32 , Issue.7 , pp. 1899-1924
    • Ceci, A.M.1    Contento, A.2    Fanale, L.3    Galeota, D.4    Gattulli, V.5    Lepidi, M.6
  • 3
    • 29144451511 scopus 로고    scopus 로고
    • Simplified indexes for the seismic vulnerability of ancient masonry buildings
    • DOI 10.1016/j.conbuildmat.2005.08.027, PII S0950061805002679, Structural Masonry and Earthquakes
    • P.B. Loureno, and J.A. Roque Simplified indexes for the seismic vulnerability of ancient masonry buildings Construct Build Mater 20 4 2006 200 208 (Pubitemid 41808699)
    • (2006) Construction and Building Materials , vol.20 , Issue.4 , pp. 200-208
    • Lourenco, P.B.1    Roque, J.A.2
  • 4
    • 2942661961 scopus 로고    scopus 로고
    • Seismic vulnerability of ancient churches: I. damage assessment and emergency planning
    • S. Lagomarsino, and S. Podest Seismic vulnerability of ancient churches: I. damage assessment and emergency planning Earthquake Spectra 20 2 2004 377 394
    • (2004) Earthquake Spectra , vol.20 , Issue.2 , pp. 377-394
    • Lagomarsino, S.1    Podest, S.2
  • 5
    • 16644389683 scopus 로고    scopus 로고
    • Assessment, diagnosis and strengthening of Outeiro Church, Portugal
    • P.B. Loureno Assessment, diagnosis and strengthening of Outeiro Church, Portugal Construct Build Mater 19 8 2005 634 645
    • (2005) Construct Build Mater , vol.19 , Issue.8 , pp. 634-645
    • Loureno, P.B.1
  • 6
    • 37349107158 scopus 로고    scopus 로고
    • Numerical characterization of the structural behaviour of the Basilica of Pilar in Zaragoza (Spain). Part 1: Global and local models
    • DOI 10.1016/j.advengsoft.2007.01.009, PII S0965997807000087
    • L.E. Romera, S. Hernandez, and J.M. Reinosa Numerical characterization of the structural behaviour of the Basilica of Pilar in Zaragoza (Spain). Part 1: global and local models Adv Eng Software 39 2008 301 314 (Pubitemid 350297958)
    • (2008) Advances in Engineering Software , vol.39 , Issue.4 , pp. 301-314
    • Romera, L.E.1    Hernandez, S.2    Reinosa, J.M.3
  • 7
    • 37349132339 scopus 로고    scopus 로고
    • Numerical characterization of the structural behaviour of the Basilica of Pilar in Zaragoza (Spain). Part 2: Constructive process effects
    • DOI 10.1016/j.advengsoft.2007.01.008, PII S0965997807000099
    • L.E. Romera, S. Hernandez, and J.M. Reinosa Numerical characterization of the structural behaviour of the Basilica of Pilar in Zaragoza (Spain). Part 2: constructive process effects Adv Eng Software 39 2008 315 326 (Pubitemid 350297959)
    • (2008) Advances in Engineering Software , vol.39 , Issue.4 , pp. 315-326
    • Romera, L.E.1    Hernandez, S.2    Gutierrez, R.3
  • 8
    • 33749350397 scopus 로고    scopus 로고
    • Failure analysis of Monastery of Jerónimos, Lisbon: How to learn from sophisticated numerical models
    • DOI 10.1016/j.engfailanal.2006.02.002, PII S1350630706000410
    • P.B. Loureno, K.J. Krakowiak, F.M. Fernandes, and L.F. Ramos Failure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical models Eng Fail Anal 14 2007 280 300 (Pubitemid 44490343)
    • (2007) Engineering Failure Analysis , vol.14 , Issue.2 , pp. 280-300
    • Lourenco, P.B.1    Krakowiak, K.J.2    Fernandes, F.M.3    Ramos, L.F.4
  • 9
    • 37349045737 scopus 로고    scopus 로고
    • Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance
    • DOI 10.1016/j.engstruct.2007.03.027, PII S0141029607001502
    • M. Betti, and A. Vignoli Modelling and analysis of a Romanesque church under earthquake loading: assessment of seismic resistance Eng Struct 30 2 2008 352 367 (Pubitemid 350286562)
    • (2008) Engineering Structures , vol.30 , Issue.2 , pp. 352-367
    • Betti, M.1    Vignoli, A.2
  • 10
    • 34249932994 scopus 로고    scopus 로고
    • The Basilica of San Vitale in Ravenna: Investigation on the current structural faults and their mid-term evolution
    • A. Taliercio, and L. Binda The Basilica of San Vitale in Ravenna: investigation on the current structural faults and their mid-term evolution J Cultural Heritage 8 2007 99 118
    • (2007) J Cultural Heritage , vol.8 , pp. 99-118
    • Taliercio, A.1    Binda, L.2
  • 11
    • 70449448403 scopus 로고    scopus 로고
    • Experimental and numerical results from the seismic study of a masonry bell tower
    • S. Ivorra, F.J. Pallares, and J.M. Adam Experimental and numerical results from the seismic study of a masonry bell tower Adv Struct Eng 12 9 2009 287 293
    • (2009) Adv Struct Eng , vol.12 , Issue.9 , pp. 287-293
    • Ivorra, S.1    Pallares, F.J.2    Adam, J.M.3
  • 12
    • 77953028205 scopus 로고    scopus 로고
    • Evaluation study on structural fault of a renaissance Italian palace
    • M. Betti, G. Bartoli, and M. Orlando Evaluation study on structural fault of a renaissance Italian palace Eng Struct 32 7 2010 1801 1813
    • (2010) Eng Struct , vol.32 , Issue.7 , pp. 1801-1813
    • Betti, M.1    Bartoli, G.2    Orlando, M.3
  • 13
    • 77953687163 scopus 로고    scopus 로고
    • An evaluation of the incidence of soil subsidence on the dynamic behaviour of a Gothic bell tower
    • S. Ivorra, F.J. Pallares, J.M. Adam, and R. Tomás An evaluation of the incidence of soil subsidence on the dynamic behaviour of a Gothic bell tower Eng Struct 32 8 2010 2318 2325
    • (2010) Eng Struct , vol.32 , Issue.8 , pp. 2318-2325
    • Ivorra, S.1    Pallares, F.J.2    Adam, J.M.3    Tomás, R.4
  • 14
  • 15
    • 0037409301 scopus 로고    scopus 로고
    • Sonic tomography and flat-jack tests as complementary investigation procedures for the stone pillars of the temple of S. Nicol l'Arena (Italy)
    • L. Binda, A. Saisi, and L. Zanzi Sonic tomography and flat-jack tests as complementary investigation procedures for the stone pillars of the temple of S. Nicol l'Arena (Italy) NDT & E Int 36 4 2003 215 227
    • (2003) NDT & e Int , vol.36 , Issue.4 , pp. 215-227
    • Binda, L.1    Saisi, A.2    Zanzi, L.3
  • 16
    • 0033742919 scopus 로고    scopus 로고
    • Investigation procedures for the diagnosis of historic masonries
    • L. Binda, A. Saisi, and C. Tiraboschi Investigation procedures for the diagnosis of historic masonries Construct Build Mater 14 4 2000 199 233
    • (2000) Construct Build Mater , vol.14 , Issue.4 , pp. 199-233
    • Binda, L.1    Saisi, A.2    Tiraboschi, C.3
  • 20
    • 79960282007 scopus 로고    scopus 로고
    • D.M. del Ministero delle Infrastrutture e dei Trasporti 14/09/2005 G.U. 23/9/2005, n. 222, S.O. n.
    • D.M. del Ministero delle Infrastrutture e dei Trasporti 14/09/2005. Norme Tecniche per le Costruzioni. G.U. 23/9/2005, n. 222, S.O. n. 159.
    • Norme Tecniche per le Costruzioni , vol.159
  • 21
    • 79960263623 scopus 로고    scopus 로고
    • D.M. del Ministero delle Infrastrutture e dei Trasporti 14 Gennaio G.U. n. 29, 4 Febbraio 2008, S.O. n.
    • D.M. del Ministero delle Infrastrutture e dei Trasporti 14 Gennaio 2008, Nuove Norme Tec-niche per le Costruzioni, G.U. n. 29, 4 Febbraio 2008, S.O. n. 30.
    • (2008) Nuove Norme Tec-niche per le Costruzioni , vol.30
  • 22
    • 4544236309 scopus 로고    scopus 로고
    • Computations of historical masonry constructions
    • P.B. Loureno Computations of historical masonry constructions Prog Struct Eng Mater 4 3 2002 301 319
    • (2002) Prog Struct Eng Mater , vol.4 , Issue.3 , pp. 301-319
    • Loureno, P.B.1
  • 23
    • 0003003799 scopus 로고    scopus 로고
    • ANSYS v.11.0 ANSYS Inc., Southpoint, 275 Technology Drive, Canonsburg, PA 15317, USA
    • ANSYS v.11.0, ANSYS Manual Set, ANSYS Inc., Southpoint, 275 Technology Drive, Canonsburg, PA 15317, USA; 1998.
    • (1998) ANSYS Manual Set
  • 25
    • 77950338950 scopus 로고    scopus 로고
    • Micromodelling of eccentrically loaded brickwork: Study of masonry wallettes
    • J.M. Adam, A. Brencich, T. Hughes, and T. Jefferson Micromodelling of eccentrically loaded brickwork: study of masonry wallettes Eng Struct 32 5 2010 1244 1251
    • (2010) Eng Struct , vol.32 , Issue.5 , pp. 1244-1251
    • Adam, J.M.1    Brencich, A.2    Hughes, T.3    Jefferson, T.4
  • 26
    • 33750431715 scopus 로고    scopus 로고
    • Validation of analytical and continuum numerical methods for estimating the compressive strength of masonry
    • DOI 10.1016/j.compstruc.2006.08.009, PII S0045794906002367
    • P.B. Loureno, and J. Pina-Henriques Validation of analytical and continuum numerical methods for estimating the compressive strength of masonry Comput Struct 84 2006 1977 1989 (Pubitemid 44646542)
    • (2006) Computers and Structures , vol.84 , Issue.29-30 , pp. 1977-1989
    • Lourenco, P.B.1    Pina-Henriques, J.2
  • 28
    • 33846234289 scopus 로고    scopus 로고
    • Mechanics of masonry in compression: Results from a homogenisation approach
    • DOI 10.1016/j.compstruc.2006.08.054, PII S0045794906003026
    • A. Zucchini, and P.B. Loureno Mechanics of masonry in compression: results from a homogenisation approach Comput Struct 85 3-4 2007 193 204 (Pubitemid 46109006)
    • (2007) Computers and Structures , vol.85 , Issue.3-4 , pp. 193-204
    • Zucchini, A.1    Lourenco, P.B.2
  • 29
    • 0029634762 scopus 로고
    • Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels
    • R. Cerioni, R. Brighenti, and G. Donida Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels Comput Struct 57 1 1995 47 57
    • (1995) Comput Struct , vol.57 , Issue.1 , pp. 47-57
    • Cerioni, R.1    Brighenti, R.2    Donida, G.3
  • 30
  • 32
    • 0039515899 scopus 로고
    • Structural analysis and damage evaluation of existing masonry building by dynamic experimentation and numerical modelling damage
    • Bernal A.A. Balkema Rotterdam
    • S. Chiostrini, P. Foraboschi, and A. Vignoli Structural analysis and damage evaluation of existing masonry building by dynamic experimentation and numerical modelling damage Bernal Proceedings of tenth world conference on earthquake engineering 1992 A.A. Balkema Rotterdam
    • (1992) Proceedings of Tenth World Conference on Earthquake Engineering
    • Chiostrini, S.1    Foraboschi, P.2    Vignoli, A.3
  • 35
    • 0000292320 scopus 로고    scopus 로고
    • Push-over analysis procedures in earthquake engineering
    • S. Kim, and E. D'Amore Push-over analysis procedures in earthquake engineering Earthquake Spectra 15 3 1999 417 434
    • (1999) Earthquake Spectra , vol.15 , Issue.3 , pp. 417-434
    • Kim, S.1    D'Amore, E.2
  • 36
    • 8644226290 scopus 로고    scopus 로고
    • Advantages and limitations of adaptive and non-adaptive force-based pushover procedures
    • DOI 10.1142/S1363246904001511
    • S. Antoniou, and R. Pinho Advantages and limitations of adaptive and non adaptive force-based pushover procedures J Earthquake Eng 8 4 2004 497 522 (Pubitemid 39503068)
    • (2004) Journal of Earthquake Engineering , vol.8 , Issue.4 , pp. 497-522
    • Antoniou, S.1    Pinho, R.2
  • 37
    • 3042587106 scopus 로고    scopus 로고
    • A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings
    • DOI 10.1002/eqe.380
    • A.K. Chopra, and R.K. Goel A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings Earthquake Eng Struct Dyn 33 2004 903 927 (Pubitemid 38847531)
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.8 , pp. 903-927
    • Chopra, A.K.1    Goel, R.K.2
  • 38
  • 39
    • 79952356452 scopus 로고    scopus 로고
    • Improving the seismic resistance of masonry buildings: Concepts for cultural heritage and recent developments in structural analysis
    • Pisa (Invited lecture)
    • Loureno PB, Oliveira DV. Improving the seismic resistance of masonry buildings: concepts for cultural heritage and recent developments in structural analysis. Atti del XII Convegno Nazionale ANIDIS "L'Ingegneria Sismica in Italia", Pisa (Invited lecture); 2007.
    • (2007) Atti Del XII Convegno Nazionale ANIDIS "l'Ingegneria Sismica in Italia"
    • Loureno, P.B.1    Oliveira, D.V.2


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