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REFERENCES [1] N. GIMSING: “ Cable Supported Bridges, Concept and Design” , WILEY-VCH, 2 edition, 1998 . [2] L. HAUGE, H. ANDERSEN: “ Longer ….”, Keynote Lecture, IABSE Symposium, Londra, 2011 . [3] S. KITE: “ Pushing the Limits of Cable Stayed Bridges”, Sixth Symposium on Strait Crossing, Bergen, 2013. [4] F. BRANCALEONI et alii: “ The Messina Strait Bridge, a Challenge and a Dream”, CRC Press, 2009 . [5] F. BRANCALEONI: „ Verformungen von Hängebrücken unter Eisenbahnlasten“ , Der Stahlbau, Darmstadt, 1979 . [6] F. BRANCALEONI: “ The Construction Phase

approach to functional performance assessment, Journal of the Mechanical Behavior of Biomedical Materials , 62(1), 1-9. 14. Shemtov-Yona, K., Rittel, D. (2014), Identification of failure mechanisms in retrieved fractured dental implants, Engineering Failure Analysis, 38, 58-65. 15. Surowska B. (2009), Metal biomaterials and metal-ceramics connections in dental applications , Wydawnictwo Politechniki Lubelskiej, Lublin, 9-13. 16. Tanasić, I., Šojić, L.T., Lemić, A.M. (2014), Biomechanical interactions between bone and metal-ceramic bridges composed of different

References 1. Möhlenkamp S, Hort W, Ge J, Erbel R. Update on myocardial bridging. Circulation. 2002 Nov 12;106(20):2616-22. 2. Ceausu M, Ionescu RA, Malinescu B, Rusu MC, Hostiuc S, Dermengiu D. Sudden cardiac death due to triple myocardial bridging associated with atypical coronary topography. Rom J Morphol Embryol. 2013 Jan 1;54(3 Suppl):833-7. 3. Theron HDu T, Kleynhans PHT, MARX JD, JORDAAN PJ. Myocardial bridging as a cause of myocardial infarction - A case report. South African Medical Journal. 1988 Sep 1;74(5):243-4. 4. Carrascosa P, López EM, Capunay C

References 1. Hollaway L.C.,Head P.R.: Advanced polymer composites and poly-mers in the civil infrastructure. Elsevier, Oxford, 2001. 2. Zoghi M. (ed.): 2014. The International Handbook of FRP Composites in Civil Engineering. CRC Press, Taylor & Francis Group LLC, Boca Raton. 3. Cheng L., Karbhari V.M.: New bridge systems using FRP composites and concrete: a state-of-the-art review. Progress in Structural Engineer-ing and Materials, Vol.8, No. 4, pp. 143-154, 2006. 4. Yang L.: Research status of FRP-concrete composite beam/bridge deck systems. Applied

References [1] STN EN 1994 - 2: Eurocode 4: Design of Composite Steel and Concrete Structures. Part 2: General Rules and Rules for Bridges. [2] Vičan, J. - Gocál, J. - Koteš, P. (2003) Loading capacity of steel railway bridges according with European in Reference: Steel structures and bridges 2003, 20. Czech - Slovak conference, 17. -20. 9. 2003 (pp. 269 - 274). Praha [3] Bujňák, J. - Hubinská, L. (2007). The Real Behaviour of the Bearing Plate Structures with Encased Beams in Reference: Metal, Composite and Wooden Structures and Bridges, XXXIII. Workshop of

References [1] RAMEZANIANPOUR, A. A. - SHAHHOSSEINI, V. - MOODI, F.: A fuzzy expert system for diagnosis assessment of reinforced concrete bridge decks. Comput. Concr., Vol. 6, No. 4, 2009, pp. 281–303. [2] ZHANG, H.: Durability reliability analysis for corroding concrete structures under uncertainty. Mech. Syst. Signal Process, 2018. [3] HAJIBABAEE, A. - KHANZADEH MORADLLO, M. - BEHRAVAN, A. - LEY, M. T.: Quantitative measurements of curing methods for concrete bridge decks. Constr. Build. Mater., 2018. [4] GHODOOSI, F. - ABU-SAMRA, S. - ZEYNALIAN, M. - ZAYED, T

republiky; 2014; Bratislava. [5] HEATCO - Developing Harmonised European Approaches for Transport Costing and Project Assessment; Deliverable 5 - Proposal for Harmonised Guidelines and Annexes; kolektív autorov; Second Revision; 2004. [6] ČSN 73 6222: Zatížitelnost mostů pozemních komunikací, 2013. Bridge classification. Norway Directorate of Public Roads. 1-1989. [7] Systém hospodárenia s mostami. Metodika stanovenia poradia naliehavosti opráv a rekonštrukcií mostov na diaľniciach a cestách I., II. a III. triedy, Žilinská univerzita v Žiline, Stavebná fakulta, Katedra

References CEB Design Manual, Cracking and Deformations , Lausanne, 1985. CSN 73 6222 Load bearing capacity of the road bridges , UNMZ, 2008 EN 1990, Basis of structural design and Annex A2 Design rules for bridges , CEN, 2002. EN 1991-2 Eurocode 1, Actions on structures - Part 2: Traffic loads on bridges , CEN, 2005. EN 1992-1-1 Eurocode 2, Design of concrete structures, Part 1-1: General rules and rules for buildings , 2004, CEN. EN 1992-2 Eurocode 2, Design of concrete structures, Part 2: Design of concrete bridges , CEN, 2005 Hanswille G., Sedlacek G

References Arvidsson T., Karoumi R. and Pacoste C. (2014): Statistical screening of modelling alternatives in train-bridge interaction systems. - Engineering Structures, vol.59. pp.693-701. Calçada R., Cunha A. and Delgado R. (2002): Dynamic analysis of metallic arch railway bridge. - J. Bridge Eng., vol.7, No.4, pp.214-222. Cheng Y.S., Au F.T.K. and Cheung Y.K. (2001): Vibration of railway bridges under a moving train by using bridgetrack- vehicle element. - Engineering Structures, vol.23, No.12. pp.1597-1606. Esveld C. (2001): Modern Railway Track Second

-1508. 4. Aguilar R J, Movassaghi K, Brewer J A & Porter J C: “Computerized optimization of bridge structures”. Computers & Structures , Vol. 3, No. 3, 1973, pp. 429-442. 5. Wills J. (Transport and Road Research Laboratory): “A mathematical optimization procedure and its application to the design of bridge structure”. Wokingham, UK, 1973. 6. Surtees J O & Tordoff D: “The Application of Direct Search Optimisation to Structural Design”. Journal of Constructional Steel Research , Vol. 1, No. 2, 1981, pp. 39-44. 7. Guan H, Chen Y J, Loo Y C, Xie Y M & Steven G P: “Bridge