[
Alexander S.D.B., Simmonds S.H., 1986. Shear-Moment Transfer in Column-Slab Connections. Structural Engineering Report SER 141, Department of Civil Engineering, University of Alberta, pp. 95.
]Search in Google Scholar
[
Bartolac M., Damjanovic D., Duvnjak I., 2015. Punching strength of flat slabs with and without shear reinforcement. Gradevinar, 67(8), pp. 771-786.
]Search in Google Scholar
[
Červenka V., Červenka J., 2017. ATENA Program Documentation - Part 2-2 - User’s Manual for ATENA 3D. Červenka Consulting, Prague, Czech Republic.
]Search in Google Scholar
[
Červenka V., Jendele L., Červenka J., 2018. ATENA Program Documentation - Part 1 - Theory. Červenka Consulting, Prague, Czech Republic.
]Search in Google Scholar
[
EN 1992-1-1, 2004. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. European Committee for Standardization.
]Search in Google Scholar
[
Fernández Ruiz M., Muttoni A., 2009. Applications of critical shear crack theory to punching of reinforced concrete slabs with transverse reinforcement. ACI Structural Journal, 106(4), pp. 485-494.10.14359/56614
]Search in Google Scholar
[
Fernandez Ruiz M., Muttoni A., Kunz J., 2011. Strengthening of Flat Slabs Against Punching Shear Using Post-Installed Shear Reinforcement, AICI Structural Journal, 107, pp. 434-442.10.14359/51663816
]Search in Google Scholar
[
Furst A., Marti D., 1997. Robert Maillart’s Design Approach for Flat Slabs. Journal of Structural Engineering, 123(8), pp. 1102-1110.10.1061/(ASCE)0733-9445(1997)123:8(1102)
]Search in Google Scholar
[
Gardner, N.J., Huh, J., and Chung, L., 2002. Lessons from Sampoong Department Store Collapse. Cement and Concrete Composites, 24(2), pp. 523-529.10.1016/S0958-9465(01)00068-3
]Search in Google Scholar
[
Kierdorf A., 2006. Early Mushroom Slab Construction in Switzerland, Russia and the U.S.A. – A Study in Parallel Technological Development. Proceedings of the Second International Congress on Construction History, pp. 1793-1807.
]Search in Google Scholar
[
Kinnunen S., Nylander H., 1960. Punching of Concrete Slabs without Shear Reinforcement. Kungliga Tekniska Hogskolan, Stockholm.
]Search in Google Scholar
[
Kunz J., Fernández Ruiz M., Muttoni A., 2008. Enhanced safety with post-installed punching shear reinforcement. Tailor Made Concrete Structures - New Solutions for Our Society, Taylor and Francis Group, pp. 679-684.
]Search in Google Scholar
[
Lips, S., Fernández Ruiz, M., Muttoni, A., 2012. Experimental Investigation on Punching Strength and Deformation Capacity of Shear-Reinforced Slabs, ACI Structural Journal, 109, pp. 889-900.10.14359/51684132
]Search in Google Scholar
[
Meisami M.H., Mostofinejad D., Nakamura H., 2013. Punching shear strengthening of two-way flat slabs using CFRP rods. Composite Structures, 99, pp. 112-122.10.1016/j.compstruct.2012.11.028
]Search in Google Scholar
[
Muttoni A., Schwartz J., 1991. Behaviour of beams and punching in slabs without shear reinforcement. IABSE Colloquium, Stuttgart, Germany, 62, pp. 703-708.
]Search in Google Scholar
[
Muttoni A., 2008. Punching shear strength of reinforced concrete slabs without transverse reinforcement. ACI Structural Journal, 105(4), pp. 440-450.10.14359/19858
]Search in Google Scholar
[
Popescu D., 2018. Consolidarea zonelor de rezemare a planșeelor dală în vederea sporirii capacității la străpungere (Strengthening of slab-column connection of flat slabs in order to increase punching shear capacity). Masteral Thesis, Politehnica University Timisoara, Timișoara, România.
]Search in Google Scholar
[
Portland Cement Association, 2005. An Engineer’s Guide to: Economical Concrete Floor Systems. IS063.
]Search in Google Scholar
[
Said A.M., Tian Y., Hussein A., 2012. Evaluating punching shear strength of slabs without shear reinforcement using artificial neural networks. International Concrete Abstracts Portal, 287, pp. 1-18.
]Search in Google Scholar
[
Westergaard H.M., Slater W.A., 1921. Moments and Stresses in Slabs. Washington, D. C.: National research council.
]Search in Google Scholar
