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Strengthening Bridges with Prestressed CFRP Strips

References [1] Meier, U. (1992). Carbon Fiber - Reinforced Polymers: Modern Materials in Bridge Engineering. IABSE, Structural Engineering International , 2(1), 7-12. [2] Andrä, H-P., Maier, M. (2000). Post-strengthening with Externally Bonded Prestressed CFRP Strips. In Report of the 16th Congress of IABSE, Lucerne 2000 (1507-1514). Lucerne. [3] Berset, T., Schwegler, G., Trausch, L. (2002). Verstärkung einer Autobahnbrücke mit vorgespannten CFK-Lamellen. tec-21 , 128(22), 27-29. [4] EL-Hacha, R., Gren, M., Wight, G. (2003

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The New Bridge Converter Control Method

References Radetic, R. (2005). Prekidačka napajanja. Beograd: Nauka. Radetic, R. (2006). Tranzistorski pretvaraci. Bor: Radojle Radetic. Jang, Y., Jovanović, M. (2007). A new PWM ZVS full-bridge converter. IEEE Trans. Power Electron. , 22 (3), 987-994. ISL6551 (2006). Intersil, Data Sheet. January 3, 2006, FN9066.5. Radetic, R. M., Milivojevic, D. R. (2009). RR complementary control method for transistor bridge converter. In

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Existing Steel Railway Bridges Evaluation

References [1] VIČAN, J. et al.: Determination of load carrying capacity of railway bridges, Guideline of Railways of the Slovak Republic, 2015 (in Slovak). [2] STN EN 1991-2, Eurocode 1: Actions on structures, Part 2: Traffic loads on bridges, Slovak Office of Standards, Metrology and Testing, 2006. [3] STN EN 15528: Railway applications – Line categories for managing the interface between load limits of vehicles and infrastructure, Slovak Office of Standards, Metrology and Testing, 2013. [4] STN EN 1991, Eurocode 1: Actions on structures

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MEASUREMENT OF DEFLECTION LINE ON BRIDGES

References Křístek, V. & Vráblík, L. (2007). Optimisation of tendon layout to avoid excessive deflections of long-span prestressed concrete bridges. Concrete Engineering International UK , Volume 11, Number 1 Štroner, M. & Hampacher, M. (2011). Zpracování a analýza měření v inženýrské geodézii , 1. Vydání Praha, CTU Publishing house Štroner, M., Urban, R., Vráblík, L.& Matouš, Z. (2012). Measurement of deflection line on the General Chabera Bridge in Litoměřice. Geodesy, Cartography and Geographic

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A Bridge Deflection Monitoring with GPS

References Beser J., Parkinson B. W., (1982). The application of NAVSTAR differential GPS in the civilian community. Navigation , 29(2), 107-136 Chmielewski T., Zębaty Z., (1998) Podstawy dynamiki budowli - ARKADY, Warszawa Cosser E. (2004), Bridge deflection monitoring and frequency identification with single frequency GPS receiver , Institute of Engineering Surveying and Space Geodesy, University of Nottingham, UK Czudek H., Wysocki A. (2005

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Comparative design of the superstructure of timber bridges, using norm np 005 - 2003 and provisions of european standards

References [1]. SR EN 1995-1-1-2004. Eurocode 5: Design of timber structures. Part 1-1: General - Common rules and rules for buildings. [2]. SR EN 1995-1-1-2004/NB:2008. Eurocode 5: Design of timber structures. Part 1-1: General - Common rules and rules for buildings. National Annex. [3] SR EN 1995-2-2005. Eurocode 5: Design of timber structures. Part 2: Bridges. [4] SR EN 1995-2-2005/NB:2008. Eurocode 5: Design of timber structures. Part 2: Bridges.. National Annex. [5] SR EN 338

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Continuous Preventive Bridge Maintenance of Swedish Municipalities – A Survey on Common Practice

REFERENCES 1. Andersson L: “Det kontinuerliga förebyggande underhållet av broar – en förstudie” (“The continuous preventive maintenanc of bridges – a pilot study”), Report , RISE CBI Betonginstitutet, Stockholm, Sweden, 2018. (In Swedish). 2. Swedish Transport Agency: “BaTMan Bridge and Tunnel Management, Swedish Transport Agency, 2018. [Online]. Available: https://batman.trafikverket.se/externportal . [Visited October 2017]. (Database in Swedish). 3. Swedish Transport Agency: “TDOK 2013:0415, Version 1, Demands Bridge maintenance,” Swedish

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A Polish approach to FRP bridges

References [1] Zoghi, M. (Ed.). The International Handbook of FRP Composites in Civil Engineering . Boca Raton: CRC Press, Taylor & Francis Group LLC, 2014. [2] Kitane, Y., Aref, A., and Lee, G. Static and fatigue testing of hybrid fiber-reinforced polymer concrete bridge superstructure. ASCE, Journal of Composites in Construction , vol.8, 2004, no.2, p.182–190. [3] Gutiérrez, E., Primi, S., Mieres, J.M., and Calvo. I. Structural testing of a vehicular carbon fiber bridge: quasi-static and short-term behavior. ASCE, Journal of Bridge

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Environmental life cycle assessment of railway bridge materials using UHPFRC

References [1] Jonsson, D. K. (2007): Indirect energy associated with Swedish road transport. European Journal of Transport and Infrastructure Research; 7(3), pp. 183–200. [2] Federici, M., S. Ulgiati, et al. (2003): Efficiency and sustainability indicators for passenger and commodities transportation systems. The case of Siena, Italy. Ecological Indicators; 3, pp. 155–169. [3] Caroll, M. (2010); An Investigation into Concrete Composite Strengthening of a Continuous Wrought Iron Railway Bridge using Precast Concrete Deck Slabs Bridge

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The Influence of The Static Layout on The Stress and Deformation State for Concrete Arched Bridges with Upper Carriageway

References [1]. P. I, RADU, E. NEGOESCU, P. IONESCU: "Reinforced concrete bridges", Didactic and Pedagogical Publishing House Bucharest, 1981. [2]. G. BUZULOIU: "Bridges in Romania. Vaulted and arched bridges", Publishing House Bucharest, 2013. [3]. L. F. TROYANO: "Bridge engineering. A global perspective", Thomas Telford Publishing London, 2003. [4]. P. I, RADU, E. NEGOESCU,: "Reinforced concrete bridges - special issues", Institute of Civil Engineering Bucharest, 1991. [5]. P

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