참고문헌
- Ali, R. and Atwall, S.J. (1980), 'Prediction of natural frequencies of vibration of rectangular plates with rectangular cutouts', Comput. Struct., 12, 819-823 https://doi.org/10.1016/0045-7949(80)90019-X
- Choi, C.K. and Bang, M.S. (1987), 'Plate element with cutout for perforated shear wall', J. Struct. Eng., ASCE, 113(2), 295-306 https://doi.org/10.1061/(ASCE)0733-9445(1987)113:2(295)
- Choi, C.K. and Cheung, K.Y. (1996), 'Three-dimensional non-conforming 8-node finite elements with rotational degrees of freedom', Struct. Eng. Mech., 4(5), 41-61
- Choi, C.K., Kim, S.H., Park, Y.M. and Cheun, K.Y. (1998), 'Two-dimensional nonconforming finite elements: A state-of-art', Struct. Eng. Mech., 6(1), 41-61 https://doi.org/10.12989/sem.1998.6.1.041
- Choi, C.K., Lee, P.S. and Park, Y.M. (1999), 'Defect-free 4-node flat shell element: NMS-4F element', Struct. Eng. Mech., 8(2), 207-231 https://doi.org/10.12989/sem.1999.8.2.207
- Kim, H.S. and Hong, S.M. (1995), 'Formulation of transition elements for the analysis of coupled wall structures', Comput. Struct., 57, 333-344 https://doi.org/10.1016/0045-7949(94)00620-I
- Kim, H.S. and Lee, D.G. (2003), 'Analysis of shear wall with openings using super elements', Eng. Struct., 25, 981-991 https://doi.org/10.1016/S0141-0296(03)00041-5
- Kim, H.S. and Lee, D.G. (2005), 'Efficient analysis of flat slab structures subjected to lateral loads', Eng. Struct., 27, 251-263 https://doi.org/10.1016/j.engstruct.2004.10.005
- Lee, D.G, Kim, H.S. and Chun, M.H. (2002), 'Efficient seismic analysis of high-rise building structures with the effects of floor slabs', Eng. Struct., 24, 613-623 https://doi.org/10.1016/S0141-0296(01)00126-2
- Miedzialowski, Cz. (1995), 'Three-dimensional modelling of wall structures', Archives of Civil Engineering; XLI(2), 195-212
- Rakowski, J. (1990), 'The interpretation of the shear looking in beam elements', Comput. Struct., 5(2), 125-146
- Thimoshenko, S.P. and Goodier, J.N. (1951), Theory of Elasticity, McGraw-Hill, New York
- Thomas, H. (1989), 'On drilling degrees of freedom', Comput. Meth. Appl. Mech. Eng., 72, 105-121 https://doi.org/10.1016/0045-7825(89)90124-2
- Zienkiewicz, O.C. (1986), The Finite Element Method, McGraw-Hill