1 |
ACI318-14 (2014), Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary, Detroit, U.S.A.
|
2 |
ANSYS 15.0 Inc (2013), ANSYS User's Manual, SAS IP, Inc., Version 15.0, U.S.A.
|
3 |
Brunesi, E., Bolognini, D. and Nascimbene, R. (2014), "Evaluation of the shear of precast-prestressed hollow core slab: Numerical and experimental comparison", Mater. Struct., 48(5), 1503-1521.
DOI
|
4 |
Chang, J., Buchanan, A.H., Dhakal, R.P. and Moss, P.J. (2008), "Simple method for modeling hollow core concrete slabs under fire", University of Canterbury, New Zealand.
|
5 |
Hai-tao, L., Deeks, A., Liu, L., Huang, D. and Su, X. (2011), "Moment transfer factors for column-supported cast-in-situ hollow core slabs", J. Zhejiang Univ., 13(3), 165-173.
|
6 |
Haruna, S.I. (2014), "Flexural behavior of precast pre-stressed concrete hollow core slabs with cast-in-place concrete topping", M.S. Dissertation, Atilim University, Turkey.
|
7 |
Lee, D.H., Park, M., Oh, J., Kim, K.S., Im, J. and Seo, S. (2014), "Web-shear capacity of prestressed hollow core slab unit with consideration on the minimum shear reinforcement requirement", Comput. Concrete, 14(3), 211-231.
DOI
|
8 |
Rahman, M.K., Baluch, M.H., Said, M.K. and Shazali, M.A. (2012), "Flexural and shear strength of pre-stressed precast hollow-core slabs", Arab. J. Sci. Eng., 37(2), 443-455.
DOI
|
9 |
Pajari, M. (2004), Pure Torsion Tests on Single Hollow Core Slabs, Espoo VTT Tiedotteita, Research Notes 2273, 29-28.
|