1 |
Abdul-Wahab, H.M. and Khalil, M.H. (2000), "Rigidity and strength of orthotropic reinforced concrete waffle slabs", J. Struct. Eng., 126(2), 219-227.
DOI
|
2 |
ACI 318 (2014), Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, Michigan, U.S.A.
|
3 |
Al-Azzawi, A.A. and Abed, S.A. (2017), " Investigation of the behavior of reinforced concrete hollow-core thick slabs", Comput. Concrete, 19(5), 567-577.
DOI
|
4 |
Allawi, N.M. (2014), "Behavior and strength of one way voided reinforced concrete slabs", Proceedings of the International Conference for Engineering Science, University of AlMustansiriya, Baghdad, Iraq.
|
5 |
ASCE 7 (2005), American Society of Civil Engineers: Minimum Design Loads for Buildings and Other Structures, U.S.A.
|
6 |
Birgison, S.R. (2011), "Shear resistance of reinforced concrete beams without stirrup", B.Sc. Dissertation, Reykjav University, Iceland.
|
7 |
De Oliveira, D.R.C., Souza, W.M. and Caetano, T.R.G. (2014), "Shear strength of reinforced concrete one-way ribbed slabs", RIEM-Revista IBRACON Estrut. Mater., 4(5), 300-430.
|
8 |
EN 1992-1-1: Eurocode 2 (2004), Design of Concrete Structures-Part 1-1: General Rules and Rules for Buildings, European Committee for Standardization, Brussel, Belgium.
|
9 |
Gorkem, S.E. and Husem, M. (2013), "Load capacity of high-strength reinforced concrete slabs by yield line theory", Comput. Concrete, 12(6), 819-829.
DOI
|
10 |
Olawale, A.J and Ayodele, A.G. (2014), "A comparative study on the flexural behavior of waffle and solid slab models when subjected to point load", J. Civil Eng. Architect., 4(5), 122-150.
|
11 |
Yu, L.D., Yang, Z. and Chai, X. (2016), "Test of concrete slabs reinforced with CFRP prestressed prism", Comput. Concrete, 18(3), 355-366.
DOI
|
12 |
Lau, T.L. and Clark, L.A. (2011), "Shear design of wide beam ribbed slabs", J. Inst. Eng. Malays., 72(3), 231-239.
|