STUDI ELEMEN-ELEMEN LINEAR, KUADRATIK, DAN KUBIK UNTUK ANALISIS STATIK, GETARAN BEBAS, DAN TEKUK BALOK TIMOSHENKO NON-PRISMATIK
(1) Mahasiswa Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
(2) Dosen Program Studi Teknik Sipil Universitas Kristen Petra Surabaya
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Balduzzi, G., Aminbaghai, M., Sacco, E., Füssl J., Eberhardsteiner, J., & Auricchio, F. (2016). “Non-prismatic Beams: A Simple and Effective Timoshenko-like Model.” International Journal of Solids and Structures, 90, 236-250. https://doi.org/10.1016/j.ijsolstr.2016.02.017
Bathe, K.J. (1996). Finite Element Procedures. Prentice Hall.
Beltempo et al. (2015). “Analytical Derivation of a General 2D Non-prismatic Beam Model Based on The Hellinger–Reissner Principle.” Engineering Structures. 101, 88-98. https://doi.org/10.1016/j.engstruct.2015.06.020
Henokh, G.T., & Sugiyono, H. (2022). Studi Eliminasi Shear Locking Pada Balok Timoshenko Dan Pelat Reissner-Mindlin Dengan Least Square Smoothed Assumed Strain. [Skripsi]. Universitas Kristen Petra.
Mitchell, W. F. (2015). “How High a Degree is High Enough for High Order Finite Elements?” Procedia Computer Science, 15, 246-255. https://doi.org/10.1016/j.procs.2015.05.235
Reddy, J. N. (2006). An Introduction to the Finite Element Method. McGraw-Hill, Singapore.
Sugianto, S. (2016). Studi Teknik Discrete Shear Gap pada Elemen Balok Timoshenko dan Elemen Pelat Reissner-Mindlin. (TA No. 11012086/SIP/2016). [Skripsi]. Universitas Kristen Petra, Surabaya.
Wong, F. T. (2022). A personal unpublished note
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