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Alíz Éva Máthé and Cristian Ciplea

References [1] Frye M.J., Morris G.A.: Analysis of flexibly connected steel frames , Canadian Journal of Civil Engineering 2/3. (1975) 280-291. https://doi.org/10.1139/l75-026 [2] Kishi N., Chen W. F., Goto Y.: Effective length factor of columns in semirigid and unbraced frames . Journal of Structural Engineering 123/3. (1997) 313-320. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:3(313) [3] Kim Y., Chen W. F.: Practical analysis for partially restrained frame design . Journal of Structural Engineering 124/7. (1998) 736-749. https

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Dan Alexandru Libotean, Alexandru Chira and Ferdinánd-Zsongor Gobesz

References [1] State-of-the-Art report of RILEM Technical Committee TC 201-TRC ‘Textile Reinforced Concrete’. In: RILEM report 36. (ed.: Brameshuber W.), Bagneux, France, 2006. [2] Williams Portal N.: Usability of Textile Reinforced Concrete: Structural Performance, Durability and Sustainability . PhD thesis, Chalmers University of Technology, Göteborg, Sweden, 2015. http://publications.lib.chalmers.se/records/fulltext/220895/220895.pdf [3] Contamine R., Si Larbi A., Hamelin P.: Identifying the contributing mechanisms of textile reinforced