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Experimental Analysis of Stiffness of the Riveted Steel Railway Bridge Deck Members’ Joints

References [1] VIČAN, J. - GOCÁL, J. - JOŠT, J.: Fatigue resistance of typical fatigue prone riveted steel railway bridge structural detail. Communications - Scientific letters of University of Zilina, Vol. 13, No. 3/2011, University of Zilina, EDIS. [2] VIČAN, J. - JOŠT, J. - GOCÁL, J.: Determination of Fatigue Category and Numerical Analysis of the Stringer to Crossbeam Connection of Riveted Steel Railway Bridges. 23rd Czech and Slovak International Conference „Steel structures and bridges 2012“, Podbanské, Slovakia, 26

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Dynamic Numerical Analysis of Steel Footbridge

References [1] BARCIK, W. - BILISZCZUK, J. - MACHELSKI, C.: Projektowanie stalowych kładek dla pieszych Design of steel footbridges, Dolnośląskie Wydawnictwo Edukacyjne, Katowice 2007, ISBN: 9788371251597 (In Polish). [2] PAŃTAK, M.: Analizy dynamiczne w projektowaniu kładek dla pieszych, Dynamic analysis in the design of footbridges, Przegląd budowlany 6/2016, Wydział Inżynierii Lądowej Politechniki Krakowskiej, pp. 78-82 (In Polish). [3] VIČAN, J. - GOCAL, J. - ODROBINAK, J. - MORAVCIK, M. - KOTEŠ, P.: Determination of Railway Bridges Loading

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Pinned - Fixed Beam - Column Resistance Verification According to European Standards

References [1] EN 1993-1-1. Eurocode 3: Design of Steel Structures, Part 1 - 1: General Rules and Rules for Buildings, CEN Brussels, 2005. [2] EN 1999-1-1, 2007 + A1 + A2, Eurocode 9, Design of aluminium structures, Part 1 - 1, General structural rules. [3] JANÍK, P.: Resistance of beam-column subjected to transversal load and axial force. PhD- thesis, Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, 2014. [4] BREZINA, V.: Buckling resistance of metal members and beams. Prague, Czechoslovak Academy

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Analysis of the Stringer-to-Cross-Beam Riveted Joints Behaviour

References [1] GOCÁL, J. - VIČAN, J. - HLINKA, R. - JOŠT, J.: Laboratory tests of a typical fatigue prone riveted steel railway bridge structural detail. In Procedia Engineering 2 (2010), pp. 1761-1766. [2] KVOČÁK, V. - ROTH, O. - HUJDUŠOVÁ, H.: Experimental investigation of end-plated joints. In Steel structures and bridges 2000: 19th Czech and Slovak International Conference: proceedings, Štrbské Pleso, Vysoké Tatry, September 27.-30. 2000. Košice: SvF TU, 2000 S. 187-192. ISBN 80-232-0189-1. [3] VIČAN, J

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Evaluation of the Carrying Capacity of Rectangular Steel-Concrete Columns

References [1] CHIKHLADZE, E. D. - VATULIA, G. L. - KITOV, Y. P.: Basis for calculation and design of composite and steel-concrete constructions. Transport of Ukraine, 104, 2006. [2] VATULIA, G. L.: Design and construction of steel concrete and combined structures. Dissertation, Kharkiv, 409, 2015 (in Ukrainian). [3] YAMAMOTO, T.: Experimental study of the size effect on the behaviour on concrete filled circular steel tube columns under axial compression. Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 67, Iss. 561

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Existing Steel Railway Bridges Evaluation

, Part 1-1: General actions. Densities, self-weight, imposed loads for buildings, Slovak Office of Standards, Metrology and Testing, 2007. [5] STN EN 1990, Eurocode: Basis of design, Slovak Office of Standards, Metrology and Testing, 2009. [6] STN ISO 13822 Bases for design of structures, Assessment of existing structures. Slovak Office of Standards, Metrology and Testing, 2012. [7] KOTEŠ, P. - VIČAN, J.: Recommended reliability levels for evaluation of existing bridges according to Eurocodes. In: Structural Engineering International, Vol. 23 (2013

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Investigating the Performance of Viscoelastic Dampers (VED) Under Nearfield Earthquakes with Directivity Feature

. - LAI, M. L.: Seismic Behavior of Steel Frame with Added Viscoelastic Dampers. Journal of Structural Engineering, ASCE, Vol. 121, Iss. 10, 1995, pp. 1418 - 1426. [10] Iranian code of practice for seismic resistant design of buildings standard (4th ed.), 2015, Tehran: BHRC. [11] VATANSHENAS, A.: Investigation of PTMD system affected by Parkfield near-field Earthquake. Journal of Modern Applied Science, Vol. 11, Iss. 4, 2017, pp. 70 - 79.

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Presenting a Suitable Quick Construction Pattern Using Prefabricated Components in Critical Conditions

. - GHANBARZADEH QOMI, S.: Structural Adjustment of Industrial Building Systems. Scientific-research Journal of Iranian Scientific Society of Architecture and Urban Development, № 1, 2010. [4] HABIBI, K. - SARKARGAR ARDAKANI, A. - YOUSEFI, Z. - SAFDNEJAD, M.: Implementing Fuzzy Hierarchical Algorithms for Determining the Multi-Factor Vulnerability of the Central Core of Cities (Case Study: Tehran 6th District). Scientific-Research Quarterly Journal of Crisis Management, No. 2, 2013. [5] ALI MARDANI, A. - MEHRAVARAN, M. - SEDIGHI, H.: Use of Prefabricated Components

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Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan

References [1] ZHAO, X. – DING, J. M. – SUN, H. H.: Structural design of Shanghai Tower for wind loads. Procedia Engineering, Vol. 14, 2011, pp. 1759 - 1767. [2] TARANATH, B. S.: Reinforced concrete design of tall buildings, Boca Raton: CRSI/Concrete Reinforcing Steel Institute, 2010, p. 989. [3] ELSHAER, A. – GAIROLA, A. – ADAMEK, K. – BITSUAMLAK, G.: Variations in wind load on tall buildings due to urban development. Sustainable Cities and Society, Vol. 34, 2017, pp. 264 - 277. [4] KOTRASOVÁ, K. – HEGEDÜŠOVÁ, I. – HARABINOVÁ, S

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Assessment of Steel Reinforcement Corrosion State by Parameters of Potentiodynamic Diagrams

Gran Canaria, Spain. Paper 4. Civil-Comp Press, 2012, pp. 1-13. [27] JANOTKA, I. - KRAJČI, Ľ.: Effect of polymer on structural characteristics and steel corrosion of cement-poor mortar. Chemical Papers, Vol. 58 (2004), No. 2, pp. 79 - 86. [28] JERGA, J. - HALAS, P.: Ingress of chloride into the prestressed concrete structure. Proceedings of the 5th International Conference on Concrete. Prague: ICC; 1990, pp. 400-404. [29] KRAJČI, Ľ.: Relation of cement matrix deterioration to steel reinforcement corrosion of mortars in

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