1. Cheung, Y.K. and Kwan, A.K.H., "Analysis of coupled shear/core walls using a beam-type finite element", Engineering Structures, vol. 16(2), 1994, p. 111-118. [
DOI:10.1016/0141-0296(94)90036-1]
2. Cook, R.D., "Avoidance of parasitic shear in plane element", Journal of the Structural Division (ASCE), vol. 101(6), 1975, p. 1239-1253. [
DOI:10.1061/JSDEAG.0004075]
3. Coull, A. and Smith, B.S., "Tall Building Structures: Analysis and Design", John Wiley and Sons, 1991, New York, NY, USA.
4. Desbois, M. and Ha, K.H., "Finite elements for tall building analysis", Computers and Structures, vol. 33(1), 1989, p. 249-255. [
DOI:10.1016/0045-7949(89)90147-8]
5. Ghalamzan Esfahani, F. and Fanaie, N., "Finite element analysis of a rigid beam to column connection reinforced with channels", Journal of Numerical Methods in Civil Engineering, vol. 2(1), 2017, p. 37-48. [
DOI:10.29252/nmce.2.1.37]
6. Kim, H.S., Lee, D.G. and Kim, C.K., "Efficient three-dimensional seismic analysis of a high-rise building structure with shear walls", Engineering Structures, vol. 27(6), 2005, p. 963-976. [
DOI:10.1016/j.engstruct.2005.02.006]
7. Kuang, J.S., Chau, C.K., "Free vibration of stiffened coupled shear walls", The Structural Design of Tall Buildings, vol. 7(2),1998, p. 135-145. https://doi.org/10.1002/(SICI)1099-1794(199806)7:2<135::AID-TAL93>3.0.CO;2-D [
DOI:10.1002/(SICI)1099-1794(199806)7:23.0.CO;2-D]
9. Kwan, A.K.H., "Equivalence of finite elements and analogous frame modules for shear/core wall analysis", Computers and Structures, vol. 57(2),1995, p. 193-203. [
DOI:10.1016/0045-7949(94)00604-2]
11. Kwan, A.K.H., "Resolving the artificial flexure problem in the frame method", Proceedings of the Institution of Civil Engineers- Structures and Buildings, vol. 99(1), 1993, p. 1-14. [
DOI:10.1680/istbu.1993.22505]
12. MacLeod, I.A. and Hosny, H.M., "Frame analysis of shear wall cores", Journal of the Structural Division, vol. 103(10), 1977, p. 2037-2047. [
DOI:10.1061/JSDEAG.0004749]
13. MacLeod, I.A., "New rectangular finite element for shear wall analysis", Journal of the Structural Division, vol. 95(3), 1969, p. 399-409. [
DOI:10.1061/JSDEAG.0002211]
14. Moslehi Tabar, A. and Najafi Dehkordi, H., "Mixed finite element formulation enriched by Adomian method for vibration analysis of horizontally curved beams", Journal of Numerical Methods in Civil Engineering, vol. 1(4), 2017, p. p. 16-22. [
DOI:10.29252/nmce.1.4.16]
15. Öztorun, N.K., "A rectangular finite element formulation", Finite Element in Analysis and Design, vol. 42(12), 2006, p. 1031-1052. [
DOI:10.1016/j.finel.2006.03.004]
16. Paknahad, M., J.Noorzaei, M.S.J. and Thanoon, W.A., "Analysis of shear wall structures using optimal membrane triangle element", Finite elements in Analysis and Design, vol. 43(11-12), 2007, p. 861-869. [
DOI:10.1016/j.finel.2007.05.010]
17. Prathap, G. and Bhashyam, G.R., "Reduced integration and the shear‐flexible beam element", International Journal for Numerical Methods in Engineering, vol. 18(2), 1982, p. 195-210. [
DOI:10.1002/nme.1620180205]
18. Reddy, J.N., Wang, C.M., Lee, K.H., "Relationships between bending solutions of classical and shear deformation beam theories", International Journal of Solids and Structures, vol. 34(26), 1997, p. 3373-3384. [
DOI:10.1016/S0020-7683(96)00211-9]
19. Sabir, A.B. and Sfendji, A., "Triangular and rectangular plane elasticity finite elements", Thin-Walled Structures, vol. 21(3), 1995, p. 225-232. [
DOI:10.1016/0263-8231(94)00002-H]
20. Taranath, B.S., "Structural Analysis and Design of Tall Buildings", McGraw Hill, 1998, New York, NY, USA.
21. Thambiratnam, D.P. and Wilkinson, S.M., "Mode coupling in the vibration response of asymmetric buildings", Computers and Structures, vol. 56(6), 1995, p. 1039-1051. [
DOI:10.1016/0045-7949(94)00511-Z]