참고문헌
- Cundall, P.A. (1971), "A computer model for simulating progressive large scale movements in blocky rock systems", Proc. of the Sym. of the Int. Society for Rock Mechanics, Nancy, Francs, 1(II-8), 11-18.
- Dhanasekar, M. (1985), "The performance of brick masonry subjected to in-plane loading", PhD Thesis, The University of Newcastle, NSW, Australia.
- Dialer, C. (1992), "A distinct element approach for the deformation behaviour of shear stressed masonry panels", Proc. of the 6th Canadian Masonry Symposium, Saskatchewan, Canada, 765-776.
- Formica, G., Sansalone, V. and Casciaro, R. (2002), "A mixed solution strategy for the nonlinear analysis of brick mas onry walls", Comput. Meth. Appl. Mech. Eng., 191(51-52), 5795-6044. https://doi.org/10.1016/S0045-7825(02)00497-8
- Gambarotta, L. and Lagomarsino, S. (1997a), "Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications", Earthq. Eng. Struct. Dyn., 26, 423-439. https://doi.org/10.1002/(SICI)1096-9845(199704)26:4<423::AID-EQE650>3.0.CO;2-#
- Gambarotta, L. and Lagomarsino, S. (1997b), "Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its applications", Earthq. Eng. Struct. Dyn., 26, 441-462. https://doi.org/10.1002/(SICI)1096-9845(199704)26:4<441::AID-EQE651>3.0.CO;2-0
- ITASCA Consulting Group (2000), "Universal distinct element code", ITASCA Consulting Group, Inc., Minneapolis, Minnesota, USA.
- LaRovere, H. (1990), "Nonlinear analysis of reinforced concrete masonry walls under simulated seismic loadings", PhD Thesis, University of California, San Diego, U.S.A.
- Lotfi, H. and Shing, P. (1994), "Interface model applied to fracture of masonry structure", J. Struct. Engrg., ASCE, 120, 63-80. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:1(63)
- Lourenco, P.B. (1996), "Computational strategies for masonry structures", PhD Thesis, Delft University of Technology, The Netherlands.
- Page, A. (1978), "Finite element model for masonry", J. Struct. Div., ASCE, 104(8), 1267-1285.
- Pluijm, R. Van Der (1993), "Shear behaviour of bed joints", Proc. of the 6th North American Masonry Conf., eds. Hamid, A.A. and Harris, H.G., Drexel University, Philadelphia, Pennsylvania, USA, 125-136.
- Psycharis, I., Papastamatiou, D. and Alexandris, A. (2000), "Parametric investigation of the stability of classical columns under harmonic and earthquake excitations", Earthq. Eng. Struct. Dyn., 29, 1093-1109. https://doi.org/10.1002/1096-9845(200008)29:8<1093::AID-EQE953>3.0.CO;2-S
- Vratsanou, V. (1991), "Determination of the behaviour factors for brick masonry panels subjected to earthquake actions", Proc. of the Int. Conf. on Soil Dynamics and Earthquake Engineering, Germany: 23-26.
- Zhuge, Y. (1998), "Distinct element modelling for masonry dam under earthquake load", Proc. of the 5th Australasian Masonry Conf., Gladstone, Australia, 435-442.
- Zhuge, Y. (1999), "Distinct element modelling of unreinforced masonry walls", Proc. of the 7th East Asia-Pacific Conf. on Structural Eng. Construction, Kochi, Japan, 411-416.
- Zhuge, Y., Thambiratnam, D.P. and Corderoy, J. (1998), "Nonlinear dynamic analysis of unreinforced masonry", J. Struct. Eng., ASCE, 124(3), 270-277. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:3(270)
피인용 문헌
- Distinct element modelling of unreinforced masonry wall under seismic loads with and without cable retrofitting vol.14, pp.S1, 2008, https://doi.org/10.1007/s12209-008-0080-0
- Nonlinear finite element modeling of reinforced masonry shear walls for bidirectional loading response vol.84, 2014, https://doi.org/10.1016/j.finel.2014.02.001
- The Prediction of Damage to Masonry Houses Caused by Foundation Movements vol.7, pp.1, 2004, https://doi.org/10.1260/136943304322985783
- Numerical investigation of the impact of geological discontinuities on the propagation of ground vibrations vol.14, pp.6, 2018, https://doi.org/10.12989/gae.2018.14.6.545