메뉴 건너뛰기




Volumn 9, Issue 3, 2015, Pages 231-243

Force-based beam finite element (FE) for the pushover analysis of masonry buildings

Author keywords

equivalent frame; force based finite element (FE); masonry buildings; nonlinear analysis; pushover curves

Indexed keywords

ELASTOPLASTICITY; HINGES; MASONRY CONSTRUCTION; MASONRY MATERIALS; NONLINEAR ANALYSIS; STATIC ANALYSIS; WALLS (STRUCTURAL PARTITIONS);

EID: 84918587889     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583058.2013.768309     Document Type: Article
Times cited : (42)

References (33)
  • 1
    • 84893257915 scopus 로고    scopus 로고
    • A 2D Cosserat finite element based on a damage-plastic model for brittle materials
    • Addessi, D. 2014. A 2D Cosserat finite element based on a damage-plastic model for brittle materials. Computers and Structures 135:20-31.
    • (2014) Computers and Structures , vol.135 , pp. 20-31
    • Addessi, D.1
  • 3
    • 84856455441 scopus 로고    scopus 로고
    • A multi-scale enriched model for the analysis of masonry panels
    • Addessi, D., and E. Sacco. 2012. A multi-scale enriched model for the analysis of masonry panels. International Journal of Solids and Structures 49(6):865-880.
    • (2012) International Journal of Solids and Structures , vol.49 , Issue.6 , pp. 865-880
    • Addessi, D.1    Sacco, E.2
  • 4
    • 84918549550 scopus 로고    scopus 로고
    • A regularized force-based beam element with a damage-plastic section constitutive law
    • Addessi, D., and V. Ciampi. 2006. A regularized force-based beam element with a damage-plastic section constitutive law. International Journal for Numerical Methods in Engineering 123:958-966.
    • (2006) International Journal for Numerical Methods in Engineering , vol.123 , pp. 958-966
    • Addessi, D.1    Ciampi, V.2
  • 5
    • 33646761980 scopus 로고    scopus 로고
    • A simple displacement control technique for pushover analyses
    • Anthoine, A. 2006. A simple displacement control technique for pushover analyses. Earthquake Engineering & Structural Dynamics 35:851-866.
    • (2006) Earthquake Engineering & Structural Dynamics , vol.35 , pp. 851-866
    • Anthoine, A.1
  • 6
    • 54049085824 scopus 로고    scopus 로고
    • An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings
    • Belmouden, Y., and P. Lestuzzi. 2009. An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings. Construction and Building Materials 23(1):40-53.
    • (2009) Construction and Building Materials , vol.23 , Issue.1 , pp. 40-53
    • Belmouden, Y.1    Lestuzzi, P.2
  • 7
    • 40249103029 scopus 로고
    • A finite element for the analysis of the response of masonry buildings under seismic actions
    • Urbana, IL: University of Illinois at Urbana-Champaign
    • Braga, F., and D. Liberatore. 1990. A finite element for the analysis of the response of masonry buildings under seismic actions. In Proceedings of the 5th North American Masonry Conference. Urbana, IL: University of Illinois at Urbana-Champaign.
    • (1990) Proceedings of the 5th North American Masonry Conference
    • Braga, F.1    Liberatore, D.2
  • 9
    • 48149099906 scopus 로고    scopus 로고
    • A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers
    • Chen, S.-Y., F. L. Moon, and T. Yi. 2008. A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers. Engineering Structures 30(8):2242-2252.
    • (2008) Engineering Structures , vol.30 , Issue.8 , pp. 2242-2252
    • Chen, S.-Y.1    Moon, F.L.2    Yi, T.3
  • 11
    • 80052954572 scopus 로고
    • Schematizzazione e modellazione degli edifici in muratura soggetti ad azioni sismiche [modelling of masonry buildings under seismic loads]
    • Dolce, M. 1991. Schematizzazione e modellazione degli edifici in muratura soggetti ad azioni sismiche [modelling of masonry buildings under seismic loads]. L'Industria delle Costruzioni 242:44-57.
    • (1991) L'Industria Delle Costruzioni , vol.242 , pp. 44-57
    • Dolce, M.1
  • 12
    • 66149129557 scopus 로고    scopus 로고
    • Non-linear seismic analysis of masonry structures
    • Vancouver, Canada: Canadian Association for Earthquake Engineering, International Association for Earthquake Engineering
    • Galasco, A., S. Lagomarsino, A. Penna, and S. Resemini. 2004. Non-linear seismic analysis of masonry structures. In Proceedings of 13th World Conference on Earthquake Engineering. Vancouver, Canada: Canadian Association for Earthquake Engineering, International Association for Earthquake Engineering.
    • (2004) Proceedings of 13th World Conference on Earthquake Engineering
    • Galasco, A.1    Lagomarsino, S.2    Penna, A.3    Resemini, S.4
  • 15
    • 85078685666 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls-Part I: The mortar joint model and its application
    • Gambarotta, L., and S. Lagomarsino. 1997a. Damage models for the seismic response of brick masonry shear walls-Part I: The mortar joint model and its application. Earthquake Engineering & Structural Dynamics 26:423-439.
    • (1997) Earthquake Engineering & Structural Dynamics , vol.26 , pp. 423-439
    • Gambarotta, L.1    Lagomarsino, S.2
  • 16
    • 0031126271 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls-Part II: The continuum model and its application
    • Gambarotta, L., and S. Lagomarsino. 1997b. Damage models for the seismic response of brick masonry shear walls-Part II: The continuum model and its application. Earthquake Engineering & Structural Dynamics 26:441-462.
    • (1997) Earthquake Engineering & Structural Dynamics , vol.26 , pp. 441-462
    • Gambarotta, L.1    Lagomarsino, S.2
  • 17
    • 80051536260 scopus 로고    scopus 로고
    • A beam finite element for nonlinear analysis of masonry elements with or without fiber-reinforced plastic (FRP) reinforcements
    • Grande, E., M. Imbimbo, and E. Sacco. 2011. A beam finite element for nonlinear analysis of masonry elements with or without fiber-reinforced plastic (FRP) reinforcements. International Journal of Architectural Heritage 5:693-716.
    • (2011) International Journal of Architectural Heritage , vol.5 , pp. 693-716
    • Grande, E.1    Imbimbo, M.2    Sacco, E.3
  • 19
    • 0032095835 scopus 로고    scopus 로고
    • Continuum model for masonry: Parameter estimation and validation
    • Lourenço, P. B. 1998. Continuum model for masonry: Parameter estimation and validation. Journal of Structural Engineering (ASCE) 124(6):642-652.
    • (1998) Journal of Structural Engineering (ASCE) , vol.124 , Issue.6 , pp. 642-652
    • Lourenço, P.B.1
  • 25
    • 84864564118 scopus 로고    scopus 로고
    • Block masonry as equivalent micropolar continua: The role of relative rotations
    • Pau, A., and P. Trovalusci. 2012. Block masonry as equivalent micropolar continua: the role of relative rotations. Acta Mechanica 223(7):1455-1471.
    • (2012) Acta Mechanica , vol.223 , Issue.7 , pp. 1455-1471
    • Pau, A.1    Trovalusci, P.2
  • 26
    • 33744958124 scopus 로고    scopus 로고
    • An efficient approach for pushover analysis of unreinforced masonry (URM) structures
    • Penelis, G. G. 2006. An efficient approach for pushover analysis of unreinforced masonry (URM) structures. Journal of Earthquake Engineering 10(3):359-379.
    • (2006) Journal of Earthquake Engineering , vol.10 , Issue.3 , pp. 359-379
    • Penelis, G.G.1
  • 28
    • 26644458598 scopus 로고    scopus 로고
    • Strength capacity of masonry wall structures by the equivalent frame method
    • Roca, P., C. Molins, and A. R. Marì. 2005. Strength capacity of masonry wall structures by the equivalent frame method. Journal of Structural Engineering (ASCE) 131(10):1601-1611.
    • (2005) Journal of Structural Engineering (ASCE) , vol.131 , Issue.10 , pp. 1601-1611
    • Roca, P.1    Molins, C.2    Marì, A.R.3
  • 31
    • 0003541648 scopus 로고    scopus 로고
    • Berkeley, CA: Department of Civil and Environmental Engineering, University of California at Berkeley
    • Taylor, R. 2011. FEAP-A finite element analysis program, version 8.3. Berkeley, CA: Department of Civil and Environmental Engineering, University of California at Berkeley.
    • (2011) FEAP-A Finite Element Analysis Program, Version 8.3
    • Taylor, R.1
  • 32
    • 23244457174 scopus 로고    scopus 로고
    • A multifield model for blocky materials based on multiscale description
    • Trovalusci, P., and R. Masiani. 2005. A multifield model for blocky materials based on multiscale description. International Journal of Solids and Structures 42:5778-5794.
    • (2005) International Journal of Solids and Structures , vol.42 , pp. 5778-5794
    • Trovalusci, P.1    Masiani, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.