PENGARUH MODEL DAN SIFAT MATERIAL PADA ANALISIS METODE ELEMEN HINGGA BALOK TABUNG BAJA BUNDAR DIIISI BETON
(1) Jurusan Teknik Sipil Fakultas Teknik Universitas Negeri Semarang
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Effendi, M.K., et. al., 2015. An Analytical Study on Effect of Loading Tip Shapes on Flexural Behavior of Vacant and Concrete-filled Steel Tubular Members Subjected to Concentrated Transverse Loads. Kou kouzou rombunshuu, 22(86), pp.86_33-86_45.
Elchalakani, M., Zhao, X.L. and Grzebieta, R.H., 2001. Concrete-filled circular steel tubes subjected to pure bending. Journal of Constructional Steel Research, 57(11), pp.1141-1168.
Gho, W. M., & Liu, D. (2004). Flexural behaviour of high-strength rectangular concrete-filled steel hollow sections. Journal of Constructional Steel Research, 60(11), 1681-1696.
Han, L. H., Lu, H., Yao, G. H., & Liao, F. Y. (2006). Further study on the flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research, 62(6), 554-565.
Lu, Y. and D. Kennedy (1994). "Flexural Behaviour of Concrete filled Hollow Structural Sections." Canadian Journal of Civil Engineering 21(1): pp. 11-130.
Oyawa, W.O., Sugiura, K. and Watanabe, E., 2004. Flexural response of polymer concrete filled steel beams. Construction and Building Materials, 18(6), pp.367-376.
Oyawa, W.O., Sugiura, K. and Watanabe, E. (1999),"Flexural deformation characteristics of filled steel beams subjected to pure bending", J. Struct. Engrg., JSCE, 45A, 105-116.
Wheeler, A. and R. Bridge (2003). Thin-walled steel tubes filled with high strength concrete in beanding. Engineering Foundation Conference, Composite Construction V, Kruger, South Africa.
MARC, M., MENTAT 2012 User’s Guide, AE, MSC. Software Corporation, 2.
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