[
Aalami, B. O., 2014. Post-tensioned buildings. Design and construction. PT-Structures, USA, chapter 12 – Section design for bending.
]Search in Google Scholar
[
Abdelazim, W., 2020. Behavior of slender concrete columns reinforced with GFRP-bars and spirals under concentric and eccentric loads. PhD Thesis, Faculté de génie, Université de Sherbrooke, Sherbrooke (Québec) Canada.
]Search in Google Scholar
[
Abdelazim, W, Mohamed, H.M., Benmokrane, B., 2021. Proposed Flexural Stiffness of Slender Concrete Columns Reinforced with GFRP Bars. ACI Structural Journal, Vol. 118, No. 1, pp. 227-240.10.14359/51728183
]Search in Google Scholar
[
Agent, R., Bănuț, V., 1979. Calculul structurilor din beton armat cu stîlpi zvelți (Design of reinforced concrete structures with slender columns). Editura Tehnică, București.
]Search in Google Scholar
[
Bouzid, T., Demagh, K., 2011. Practical method for analysis and design of slender reinforced concrete columns subjected to biaxial bending and axial loads. Slovak Journal of Civil Engineering. Vol. XIX, 2011, No. 1, 24 – 32, DOI: 10.2478/v10189-011-0004-110.2478/v10189-011-0004-1
]Search in Google Scholar
[
CEN, 2004. Eurocode 2: Design of concrete structures, Part 1-1: General rules and rules for buildings. ASRO – versiune română (Romanian version), București.
]Search in Google Scholar
[
Chirițescu, M., Kiss, Z., Mureșan R.-M., 2013a. An experimental study on a series of three types of prestressed concrete columns. 13th International Scientific Conference VSU 2013, Sofia-Bulgaria.
]Search in Google Scholar
[
Chirițescu, M., Kiss, Z., Mureșan R.-M., 2013b. A finite element numerical simulation on different types of prestressed concrete columns. 13th International Scientific Conference VSU 2013, Sofia-Bulgaria.
]Search in Google Scholar
[
Chirițescu, M., 2016. Utilizarea precomprimării la elemente prefabricate lungi din beton, solicitate preponderent la compresiune cu încovoiere – Teză de doctorat (Use of prestressing on long precast concrete elements, mainly subjected to bending and axial compression – PhD Thesis). Universitatea Tehnică din Cluj-Napoca, Cluj-Napoca.
]Search in Google Scholar
[
Faur, A., Puskás, A., 2014. Moment plastic, moment ultim, moment capabil (Plastic bending moment, ultimate bending moment, design bending moment). U.T. Press, Cluj-Napoca.
]Search in Google Scholar
[
Faur, A., Puskás, A., 2016a. Plastic Moment Capacity Evaluation for Reinforced Concrete Frame Elements by Adopting the Proper Material Constitutive Laws. II International Conference on Concrete Sustainability ICCS16, Technical University Madrid, Madrid
]Search in Google Scholar
[
Faur, A., Puskás, A., 2016b. Simplifications for considering the contribution of the reinforcement in the compression zone for designing more efficient RC frame elements. II International Conference on Concrete Sustainability ICCS16, Technical University Madrid, Madrid
]Search in Google Scholar
[
Faur, A., Mircea, C., 2011a. Hybrid connections – the sustainable approach for prefabricated frame structures. Proceedings of Concrete Solutions, 4th International Conference on Concrete Repair, (Editors: Grantham, M., Mechtcherine, V., Schneck, U.) CRC Press, pp. 227-233.10.1201/b11570-33
]Search in Google Scholar
[
Faur, A., Mircea, C., 2011b. Research on Self-Centring Ability of Hybrid Frame Connections. IABSE-IASS Symposium 2011, Taller, Longer, Lighter – Meeting growing demand with limited resources, ISBN:978-0-7079-7122-3. https://structurae.net/en/literature/conference-paper/research-on-self-centring-ability-of-hybrid-frame-connections
]Search in Google Scholar
[
Faur, A., Mircea, C., Păstrav, M., 2012a. A modeling technique for precast concrete frames with hybrid connections, Acta Technica Napocensis: Civil Engineering & Architecture, Vol. 55, No. 3.
]Search in Google Scholar
[
Faur, A., Mircea, C., 2012b. Numerical investigation of the nonlinear cyclic behavior of special reinforcing bars for precast concrete frames with hybrid connections. Acta Technica Napocensis: Civil Engineering & Architecture, Vol. 55, No. 3.
]Search in Google Scholar
[
Itaya, R., 1965. Design and uses of prestressed concrete columns. PCI Journal, Vol. 10, No. 3, pp. 69-76, https://doi.org/10.15554/pcij.06011965.69.7610.15554/pcij.06011965.69.76
]Search in Google Scholar
[
Jenkins, R. W., Frosch, R. J., 2015. Improved procedures for the design of slender structural concrete columns. Purdue University, West Lafayette, Indiana, USA.
]Search in Google Scholar
[
fib Bulletin No. 65, 2012. Model Code 2012. First complete draft – Volume 1 (Convener: Joost C. Walraven). fib Fédération internationale du béton. ISBN 978-2-88394-105-2. doi.org/10.35789/fib.BULL.0065
]Search in Google Scholar
[
fib Bulletin No. 66, 2012. Model Code 2012. First complete draft – Volume 2 (Convener: Joost C. Walraven). fib Fédération internationale du béton. ISBN 978-2-88394-106-9. doi.org/10.35789/fib.BULL.0066
]Search in Google Scholar
[
Haavisto, J., Kerokoski, O., Laaksonent, A., 2019. Second-order analysis of prestressed concrete columns. fib Symposium in Krakow, Poland – 16th fib Proceedings, No. 47. Concrete Innovations in Materials, Design and Structures.
]Search in Google Scholar
[
Kiss, Z., Oneț, T., 2010. Proiectarea structurilor de beton după SR EN 1992-1, ediția a 2-a revizuită (Design of concrete structures according to SR EN 1992-1, 2nd Edition revised). Editura Abel, Cluj-Napoca.
]Search in Google Scholar
[
Nathan, N. D., 1983. Slenderness of Prestressed concrete columns. PCI Journal, Vol. 28, No. 2, pp. 50-77, https://doi.org/10.15554/pcij.03011983.50.7710.15554/pcij.03011983.50.77
]Search in Google Scholar
[
Ostertag, A., Toader, T. N., Bertsche, B., Sobek, W., 2019. System-Safety in the Application of Adaptive Load-Bearing Structures. Conference: 2019 Annual Reliability and Maintainability Symposium (RAMS), DOI: 10.1109/RAMS.2019.876900010.1109/RAMS.2019.8769000
]Search in Google Scholar
[
Puskás, A., Sándor, G. A., Karkiss, B., 2015. Proiectarea elementelor liniare din beton precomprimat (Design of prestressed concrete linear elements). U.T. Press, Cluj-Napoca, ISBN 978-606-737-075-1
]Search in Google Scholar
[
Rodriguez-Gutiérrez, J. A., Darío Aristizábal-Ochoa, J., 2011. A general analytical approach for prestressed and nonprestressed concrete beam-columns reinforced with bonded and unbonded composites: (i) Theory. Dyna, vol. 78, no. 168, pp.19-27, ISSN 0012-7353
]Search in Google Scholar
[
Șerdean, F. M., Moholea, I. F., Morariu-Gligor, R. M., 2021. Programare în limbajul MATLAB cu aplicaţii în inginerie mecanică. Volum 1 (MATLAB programming with mechanical engineering applications. Volume 1). U.T. Press, Cluj-Napoca.
]Search in Google Scholar
[
Tertea, I., 1981. Betonul precomprimat. Bazele proiectării (Prestressed concrete. Design fundamentals). Editura Tehnică, București.
]Search in Google Scholar
[
Tertea, I., Oneț, T., Viorel, G., Kiss, Z., Măgureanu, C., 1986. Proiectarea betonului precomprimat (Design of prestressed concrete). Institutul Politehnic Cluj-Napoca, Cluj-Napoca.
]Search in Google Scholar
[
Toader, T. N., Kiss, Z., 2014. Experimental tests on a precast concrete frame structure subjected to lateral loads. Bulletin of the Polytechnic Institute of Jassy, CONSTRUCTIONS. ARCHITECTURE Section, 54(3), pp. 109-120
]Search in Google Scholar
[
Toader, T. N., Kiss, Z., Țere, S.-G., Puskás, A., 2021. An analytical design approach for post-tensioned concrete slabs with unguided tendons. IOP Conf. Ser.: Mater. Sci. Eng., 1141 012013, doi:10.1088/1757-899X/1141/1/01201310.1088/1757-899X/1141/1/012013
]Search in Google Scholar
[
Toader, T.-N., Schmeer, D., Sobek W., 2019. Concept for an onshore tower structure made of UHPFRC segments for wind turbines. Acta Technica Napocensis: Civil Engineering & Architecture, Vol. 62, No.1.
]Search in Google Scholar
[
Spalding, G., 1954. The effect of prestress on elastic columns. Fritz engineering laboratory, Department of Civil Engineering and Mechanics, Lehigh University, Bethlehem. Pennsylvania, USA.
]Search in Google Scholar
[
Shuraim, A. B., Naaman, A. E., 2003. A New Design Methodology for the Ultimate Capacity of Slender Prestressed Concrete Columns. PCI Journal, Vol. 48, No. 1, pp. 64-80, https://doi.org/10.15554/pcij.01012003.64.8010.15554/pcij.01012003.64.80
]Search in Google Scholar