Journal of Engineering and Applied Sciences
Year:
2019
Volume:
14
Issue:
2 SI
Page No.
5506 - 5513
References
Al-Thabhawee, D.W., 2012. Nonlinear analysis for behavior of R.C. arch beams with opening. MSc Thesis, University of Babylon, Hillah, Iraq.
Annadurai, A. and A. Ravichandran, 2014. Development of mix design for high strength concrete with admixtures. IOSR. J. Mech. Civil Eng., 10: 22-27.
Archundia-Aranda, H.I., A. Tena-Colunga and A. Grande-Vega, 2013. Behavior of reinforced concrete haunched beams subjected to cyclic shear loading. Eng. Struct., 49: 27-42.
CrossRef | Direct Link | Hameed, D.H., 2010. Mix design for high strength concrete with silica fume. MSc Thesis, University of Babylon, Hillah, Iraq.
Hamza, B.H., 2013. Behavior of RC curved beams with openings and strengthened by CFRP laminates. Ph.D Thesis, University of Basrah, ‎Basrah, Iraq.
Jain, O.P., 1960. Ultimate strength of reinforced concrete arches. ACI. J., 77: 697-714.
Miller, A.B., K.M. Clark and M.C. Grimes, 2000. A survey of masonry and concrete arch bridges in Virginia (No. VTRC 00-R11). Master Thesis, Virginia Transportation Research Council, Virginia.
Nabbat, R.A., 2015. Flexural and shear behavior of non-prismatic reinforced high strength concrete beams with openings and strengthened with CFPR products. MSc Thesis, University of Babylon, Iraq.
Orr, J.J., T.J. Ibell, A.P. Darby and M. Evernden, 2014. Shear behaviour of non-prismatic steel reinforced concrete beams. Eng. Struct., 71: 48-59.
CrossRef | Direct Link | Rojas, A.L., 2013. Mechanical elements of rectangular nonprismatic members for symmetrical parabolic haunches subjected to a uniformly distributed load. J. Archit. Eng. Technol., 2: 1-8.
CrossRef | Direct Link |