메뉴 건너뛰기




Volumn 6, Issue SPEC.ISS.1, 2012, Pages 131-147

Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy

Author keywords

3D finite elements; Limit analysis; Masonry tower; Pushover

Indexed keywords

3-D FINITE ELEMENTS; DIFFERENT DISTRIBUTIONS; L'AQUILA EARTHQUAKES; LIMIT ANALYSIS; MASONRY TOWERS; MECHANICAL CHARACTERISTICS; PUSHOVER; STRUCTURAL MONITORING;

EID: 84877703672     PISSN: None     EISSN: 18741495     Source Type: Journal    
DOI: 10.2174/1874149501206010131     Document Type: Article
Times cited : (32)

References (24)
  • 2
    • 70349774577 scopus 로고    scopus 로고
    • Mechanical behavior of leaning masonry Huzhu Pagoda
    • D. Abruzzese, L. Miccoli and J. Yuan, Mechanical behavior of leaning masonry Huzhu Pagoda, J. Cult. Herit., vol. 10, p. 480-486, 2009.
    • (2009) J. Cult. Herit , vol.10 , pp. 480-486
    • Abruzzese, D.1    Miccoli, L.2    Yuan, J.3
  • 3
    • 50849137412 scopus 로고    scopus 로고
    • Numerical assessment of three medieval masonry towers subjected to different loading conditions
    • Carpinteri, S. Invernizzi and G. Lacidogna, Numerical assessment of three medieval masonry towers subjected to different loading conditions, Mas. Int., vol. 19, pp. 65-75, 2006.
    • (2006) Mas. Int , vol.19 , pp. 65-75
    • Carpinteri, S.I.1    Lacidogna, G.2
  • 4
    • 77950338307 scopus 로고    scopus 로고
    • Numerical models for seismic assessment of an old masonry tower
    • F. Pena, P. B. Lourenco, N. Mendez and D. Oliveira, Numerical models for seismic assessment of an old masonry tower, Eng. Struct., vol. 32, pp. 1466-1478, 2010.
    • (2010) Eng. Struct , vol.32 , pp. 1466-1478
    • Pena, F.1    Lourenco, P.B.2    Mendez, N.3    Oliveira, D.4
  • 5
    • 69249219271 scopus 로고    scopus 로고
    • Numerical damage assessment of Haghia Sophia bell tower by nonlinear FE modeling
    • Bayractar, A. Sahin, M. Ozcan and F. Yildirim, Numerical damage assessment of Haghia Sophia bell tower by nonlinear FE modeling, Appl. Math. Model., vol. 34, pp. 92-121, 2010.
    • (2010) Appl. Math. Model , vol.34 , pp. 92-121
    • Bayractar, A.S.1    Ozcan, M.2    Yildirim, F.3
  • 6
    • 30844444332 scopus 로고    scopus 로고
    • Dynamic investigations on a masonry bell tower
    • S. Ivorra F. J. Pallares, "Dynamic investigations on a masonry bell tower," Eng. Struct., vol. 28, pp. 660-667, 2006.
    • (2006) Eng. Struct , vol.28 , pp. 660-667
    • Ivorra, F.J.1    Pallares, S.2
  • 7
    • 72549106452 scopus 로고    scopus 로고
    • Experimental analysis of the Saint Andrea masonry tower in Venice. A new method of determination of Tower Global Young's Modulus
    • G. Russo, O. Bergamon, L. Damiani e D. Lugato, Experimental analysis of the Saint Andrea masonry tower in Venice. A new method of determination of Tower Global Young's Modulus," Eng. Struct., vol. 32, pp. 353-360, 2010.
    • (2010) Eng. Struct , vol.32 , pp. 353-360
    • Russo, G.1    Bergamon, O.2    Damiani, L.3    Lugato, D.4
  • 8
    • 0344459098 scopus 로고
    • Leaning Towers
    • J. Heyman, Leaning Towers, Meccanica, vol. 27, pp. 153-159, 1992.
    • (1992) Meccanica , vol.27 , pp. 153-159
    • Heyman, J.1
  • 9
    • 10644293688 scopus 로고    scopus 로고
    • Numerical modelling of the structural behavior of Buti's bell tower
    • K. Bernardeschi, C. Padovani and G. Pasquinelli, Numerical modelling of the structural behavior of Buti's bell tower, J. Cult. Herit., vol. 5, pp. 371-378, 2004.
    • (2004) J. Cult. Herit , vol.5 , pp. 371-378
    • Bernardeschi, K.1    Padovani, C.2    Pasquinelli, G.3
  • 10
    • 0035533358 scopus 로고    scopus 로고
    • A three-dimensional model for vulnerabilita analysis of slender masonry medieval towers
    • S. Casolo, A three-dimensional model for vulnerabilita analysis of slender masonry medieval towers, J. Earthq. Eng., vol. 5, no. 2, pp. 187-204, 1998.
    • (1998) J. Earthq. Eng , vol.5 , Issue.2 , pp. 187-204
    • Casolo, S.1
  • 11
    • 77957337990 scopus 로고    scopus 로고
    • A multilevel approach for the damage assessment of Historic masonry towers
    • Anzani, L. Binda, A. Carpinteri, S. Invernizzi and G. Lacidogna, A multilevel approach for the damage assessment of Historic masonry towers, J. Cult. Herit., vol. 11, pp. 459-470, 2010.
    • (2010) J. Cult. Herit , vol.11 , pp. 459-470
    • Anzani, L.B.1    Carpinteri, A.2    Invernizzi, S.3    Lacidogna, G.4
  • 12
    • 84860615423 scopus 로고    scopus 로고
    • Seismic assessment of mediaeval masonry tower in the northern Italy: Full non-linear static and dynamic analyses
    • G. Milani, S. Casolo, A. Naliato and A. Tralli, Seismic assessment of mediaeval masonry tower in the northern Italy: full non-linear static and dynamic analyses, Int. J. Archit. Herit., vol. 6(5), pp. 489-524, 2012.
    • (2012) Int. J. Archit. Herit , vol.6 , Issue.5 , pp. 489-524
    • Milani, G.1    Casolo, S.2    Naliato, A.3    Tralli, A.4
  • 13
    • 33748806020 scopus 로고    scopus 로고
    • Homogenization approach for the limit analysis of out-of-plane loaded masonry walls
    • G. Milani, P. B. Lourenco and A. Tralli, Homogenization approach for the limit analysis of out-of-plane loaded masonry walls, J. Struct. Eng.-ASCE, vol. 132, no. 10, pp. 1650-1663, 2006.
    • (2006) J. Struct. Eng.-ASCE , vol.132 , Issue.10 , pp. 1650-1663
    • Milani, G.1    Lourenco, P.B.2    Tralli, A.3
  • 14
    • 40449105365 scopus 로고    scopus 로고
    • Analysis of masonry structures: Review of and recent trends in homogenisation techniques
    • P. B. Lourenco, G. Milani, A. Tralli and A. Zucchini, Analysis of masonry structures: review of and recent trends in homogenisation techniques, Can. J. Civil. Eng., vol. 34, no. 11, pp. 1443-1457, 2007.
    • (2007) Can. J. Civil. Eng , vol.34 , Issue.11 , pp. 1443-1457
    • Lourenco, P.B.1    Milani, G.2    Tralli, A.3    Zucchini, A.4
  • 15
    • 58149487644 scopus 로고    scopus 로고
    • Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded
    • G. Milani, "Homogenized limit analysis of FRP-reinforced masonry walls out-of-plane loaded, Comput. Mech., vol. 43, pp. 617-639, 2009.
    • (2009) Comput. Mech , vol.43 , pp. 617-639
    • Milani, G.1
  • 16
    • 34548058328 scopus 로고    scopus 로고
    • Heterogeneous upper-bound finite element limit analysis of masonry walls out- of-plane loaded
    • G. Milani, F. A. Zuccarello, R. Olivito and A. Tralli, Heterogeneous upper-bound finite element limit analysis of masonry walls out- of-plane loaded, Comput. Mech., vol. 40, no. 6, pp. 911-931, 2007.
    • (2007) Comput. Mech , vol.40 , Issue.6 , pp. 911-931
    • Milani, G.1    Zuccarello, F.A.2    Olivito, R.3    Tralli, A.4
  • 18
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls. Part I: Failure surfaces
    • G. Milani, P. Lourenco and A. Tralli, Homogenised limit analysis of masonry walls. Part I: failure surfaces, Comput. Struct., vol. 83, no. 3-4, pp. 166-180, 2006.
    • (2006) Comput. Struct , vol.83 , Issue.3-4 , pp. 166-180
    • Milani, G.1    Lourenco, P.2    Tralli, A.3
  • 19
    • 40949101441 scopus 로고    scopus 로고
    • 3D upper bound limit analysis of multi-leaf masonry walls
    • G. Milani, 3D upper bound limit analysis of multi-leaf masonry walls, Int. J. Mech. Sci., vol. 50, no. 4, pp. 817-836, 2008.
    • (2008) Int. J. Mech. Sci , vol.50 , Issue.4 , pp. 817-836
    • Milani, G.1
  • 20
    • 70349997027 scopus 로고    scopus 로고
    • Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: Unreinforced masonry failure surfaces
    • G. Milani, E. Milani and A. Tralli, Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: unreinforced masonry failure surfaces, Comput. Struct., vol. 87, no. 23-24, pp.1516-1533, 2009.
    • (2009) Comput. Struct , vol.87 , Issue.23-24 , pp. 1516-1533
    • Milani, G.1    Milani, E.2    Tralli, A.3
  • 21
    • 79960250472 scopus 로고    scopus 로고
    • Simple lower bound limit analysis homogenization model for in- and out-of-plane loaded masonry walls
    • G. Milani, Simple lower bound limit analysis homogenization model for in- and out-of-plane loaded masonry walls, Constr. Build. Mater., vol. 25, pp. 4426-4443, 2011.
    • (2011) Constr. Build. Mater , vol.25 , pp. 4426-4443
    • Milani, G.1
  • 22
    • 84877708067 scopus 로고    scopus 로고
    • TNO Building & Construction Research, Delft
    • TNO Building & Construction Research, "DIANA 9.4.3, 2010. User's guide," Delft, 2010.
    • (2010) DIANA 9.4.3, 2010. User's Guide
  • 23
    • 16644389683 scopus 로고    scopus 로고
    • Assessment, diagnosis and strengthening of Outeiro Church, Portugal
    • P. B. Lourenco, Assessment, diagnosis and strengthening of Outeiro Church, Portugal, Constr. Build. Mater., vol. 19, pp. 634-645, 2005
    • (2005) Constr. Build. Mater , vol.19 , pp. 634-645
    • Lourenco, P.B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.