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Volumn 11, Issue 1, 2017, Pages 79-93

Simulation Of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (II): Combined Finite-Discrete Elements

Author keywords

Choice of mechanism; multi degree of freedom mechanism; rigid rotation; rigid sliding; simplified mechanism

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); MASONRY CONSTRUCTION; SENSITIVITY ANALYSIS; ULTRASONIC DEVICES;

EID: 84994242318     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583058.2016.1237588     Document Type: Article
Times cited : (41)

References (34)
  • 1
    • 84876382206 scopus 로고    scopus 로고
    • Simulation of retrofitted unreinforced concrete masonry unit walls under blast loading
    • Aghdamy, S., C., Wu, and M., Griffith. 2013. Simulation of retrofitted unreinforced concrete masonry unit walls under blast loading. International Journal of Protective Structures 4 (1):21–44. doi:10.1260/2041-4196.4.1.21.
    • (2013) International Journal of Protective Structures , vol.4 , Issue.1 , pp. 21-44
    • Aghdamy, S.1    Wu, C.2    Griffith, M.3
  • 2
    • 84906991898 scopus 로고    scopus 로고
    • Identifying seismic local collapse mechanisms in unreinforced masonry buildings through 3D laser scanning
    • Andreotti, C., D., Liberatore, and L., Sorrentino. 2015. Identifying seismic local collapse mechanisms in unreinforced masonry buildings through 3D laser scanning. Key Engineering Materials 628:79–84. doi:10.4028/www.scientific.net/KEM.628.79.
    • (2015) Key Engineering Materials , vol.628 , pp. 79-84
    • Andreotti, C.1    Liberatore, D.2    Sorrentino, L.3
  • 3
    • 84874872466 scopus 로고    scopus 로고
    • A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures
    • Aref, A. J., and K. M., Dolatshahi. 2013. A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures. Computers & Structures 120 (15):9–23. doi:10.1016/j.compstruc.2013.01.012.
    • (2013) Computers & Structures , vol.120 , Issue.15 , pp. 9-23
    • Aref, A.J.1    Dolatshahi, K.M.2
  • 7
    • 33947582189 scopus 로고    scopus 로고
    • The performance of unreinforced masonry walls subjected to low-velocity impacts: Finite element analysis
    • Burnett, S., M., Gilbert, T., Molyneaux, G., Beattie, and B., Hobbs. 2007. The performance of unreinforced masonry walls subjected to low-velocity impacts:Finite element analysis. International Journal of Impact Engineering 34 (8):1433–50. doi:10.1016/j.ijimpeng.2006.08.004.
    • (2007) International Journal of Impact Engineering , vol.34 , Issue.8 , pp. 1433-1450
    • Burnett, S.1    Gilbert, M.2    Molyneaux, T.3    Beattie, G.4    Hobbs, B.5
  • 8
    • 77249170186 scopus 로고    scopus 로고
    • The use of the diagonal compression test to identify the shear mechanical parameters of masonry
    • Calderini, C., S., Cattari, and S., Lagomarsino. 2010. The use of the diagonal compression test to identify the shear mechanical parameters of masonry. Construction and Building Materials 24:677–85. doi:10.1016/j.conbuildmat.2009.11.001.
    • (2010) Construction and Building Materials , vol.24 , pp. 677-685
    • Calderini, C.1    Cattari, S.2    Lagomarsino, S.3
  • 10
    • 34250771067 scopus 로고    scopus 로고
    • Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage
    • Casolo, S., and F., Peña. 2007. Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage. Earthquake Engineering & Structural Dynamics 36 (8):1029–48. doi:10.1002/eqe.670.
    • (2007) Earthquake Engineering & Structural Dynamics , vol.36 , Issue.8 , pp. 1029-1048
    • Casolo, S.1    Peña, F.2
  • 11
    • 84885445787 scopus 로고    scopus 로고
    • Out-of-plane behaviour of a full scale stone masonry façade. Part 2: Shaking table tests
    • Costa, A. A., A., Arêde, A. C., Costa, A., Penna, and A., Costa. 2013. Out-of-plane behaviour of a full scale stone masonry façade. Part 2:Shaking table tests. Earthquake Engineering & Structural Dynamics 42 (14):2097–111. doi:10.1002/eqe.2314.
    • (2013) Earthquake Engineering & Structural Dynamics , vol.42 , Issue.14 , pp. 2097-2111
    • Costa, A.A.1    Arêde, A.2    Costa, A.C.3    Penna, A.4    Costa, A.5
  • 12
    • 0142188729 scopus 로고    scopus 로고
    • Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings
    • D’Ayala, D., and E., Speranza. 2003. Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthquake Spectra 19 (3):479–509. doi:10.1193/1.1599896.
    • (2003) Earthquake Spectra , vol.19 , Issue.3 , pp. 479-509
    • D’Ayala, D.1    Speranza, E.2
  • 13
    • 84949228424 scopus 로고    scopus 로고
    • Analysis of the out-of-plane seismic behaviour of unreinforced masonry: A literature review
    • Ferreira, T. M., A. A., Costa, and A., Costa. 2015. Analysis of the out-of-plane seismic behaviour of unreinforced masonry:A literature review. International Journal of Architectural Heritage 9 (8):949–72. doi:10.1080/15583058.2014.885996.
    • (2015) International Journal of Architectural Heritage , vol.9 , Issue.8 , pp. 949-972
    • Ferreira, T.M.1    Costa, A.A.2    Costa, A.3
  • 14
    • 0003833788 scopus 로고    scopus 로고
    • Livermore, CA: Livermore Software Technology Corporation
    • Hallquist, J. O., 2006. LS-DYNA Theory Manual. Livermore, CA:Livermore Software Technology Corporation.
    • (2006) LS-DYNA Theory Manual
    • Hallquist, J.O.1
  • 17
    • 85002345884 scopus 로고    scopus 로고
    • Homogenization and seismic assessment: Review and recent trends
    • Angelillo M., (ed), Springer
    • Lourenço, P. B., and G., Milani. 2014. Homogenization and seismic assessment:Review and recent trends. In Mechanics of masonry structures, ed. M., Angelillo. Wien et al.:Springer.
    • (2014) Mechanics of masonry structures
    • Lourenço, P.B.1    Milani, G.2
  • 18
    • 71949109067 scopus 로고    scopus 로고
    • Livermore, CA: Livermore Software Technology Corporation
    • LSTC. 2013. LS-DYNA Keyword User’s Manual. Livermore, CA:Livermore Software Technology Corporation.
    • (2013) LS-DYNA Keyword User’s Manual
  • 22
    • 84908596595 scopus 로고    scopus 로고
    • Sensitivity analysis of the seismic performance of existing masonry buildings
    • Mendes, N., and P. B., Lourenço. 2014. Sensitivity analysis of the seismic performance of existing masonry buildings. Engineering Structures 80:137–46. doi:10.1016/j.engstruct.2014.09.005.
    • (2014) Engineering Structures , vol.80 , pp. 137-146
    • Mendes, N.1    Lourenço, P.B.2
  • 24
    • 3042696500 scopus 로고    scopus 로고
    • Implementation and validation of a constitutive model for the cyclic behaviour of interface elements
    • Oliveira, D. V., and P. B., Lourenço. 2004. Implementation and validation of a constitutive model for the cyclic behaviour of interface elements. Computers & Structures 82 (17–19):1451–61. doi:10.1016/j.compstruc.2004.03.041.
    • (2004) Computers & Structures , vol.82 , Issue.17-19 , pp. 1451-1461
    • Oliveira, D.V.1    Lourenço, P.B.2
  • 25
    • 77950338307 scopus 로고    scopus 로고
    • Numerical models for the seismic assessment of an old masonry tower
    • Peña, F., P. B., Lourenço, N., Mendes, and D. V., Oliveira. 2010. Numerical models for the seismic assessment of an old masonry tower. Engineering Structures 32 (5):1466–78. doi:10.1016/j.engstruct.2010.01.027.
    • (2010) Engineering Structures , vol.32 , Issue.5 , pp. 1466-1478
    • Peña, F.1    Lourenço, P.B.2    Mendes, N.3    Oliveira, D.V.4
  • 26
    • 84924852405 scopus 로고    scopus 로고
    • Seismic assessment of existing and strengthened stone-masonry buildings: Critical issues and possible strategies
    • Penna, A., 2014. Seismic assessment of existing and strengthened stone-masonry buildings:Critical issues and possible strategies. Bulletin Earthquake Engineering 13 (4):1051–71. doi:10.1007/s10518-014-9659-0.
    • (2014) Bulletin Earthquake Engineering , vol.13 , Issue.4 , pp. 1051-1071
    • Penna, A.1
  • 29
    • 84876057720 scopus 로고    scopus 로고
    • A combined finite-discrete element analysis of dry stone masonry structures
    • Smoljanović, H., N., Živaljić, and Ž., Nikolić. 2013. A combined finite-discrete element analysis of dry stone masonry structures. Engineering Structures 52:89–100. doi:10.1016/j.engstruct.2013.02.010.
    • (2013) Engineering Structures , vol.52 , pp. 89-100
    • Smoljanović, H.1    Živaljić, N.2    Nikolić, Ž.3
  • 30
    • 80052515182 scopus 로고    scopus 로고
    • The relevance of energy damping in unreinforced masonry rocking mechanisms. Experimental and analytic investigations
    • Sorrentino, L., O., AlShawa, and L. D., Decanini. 2011. The relevance of energy damping in unreinforced masonry rocking mechanisms. Experimental and analytic investigations. Bulletin Earthquake Engineering 9 (5):1617–42. doi:10.1007/s10518-011-9291-1.
    • (2011) Bulletin Earthquake Engineering , vol.9 , Issue.5 , pp. 1617-1642
    • Sorrentino, L.1    AlShawa, O.2    Decanini, L.D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.