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


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[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.10.26552/com.C.2011.3.5-8Search in Google Scholar

[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.-28.09.2012. Procedia Engineering, vol. 40/2012.Search in Google Scholar

[3] VIČAN, J. - JOŠT, J. - GOCÁL, J.: Analysis of the stringer-to-cross-beam riveted joints behaviour. Civil and Environmental Engineering, Vol. 10, Issue 1/2014, 50-60 DOI: 10.2478/cee-2014-0007.10.2478/cee-2014-0007Search in Google Scholar

[4] ADAMSON, D. - KULAK, G.: Fatigue tests of riveted bridge girders. University of Alberta. Structural engineering report no. 210, August, 1995.Search in Google Scholar

[5] MATAR, E. : Evaluation of fatigue category of riveted steel bridge connections. Structural Engineering International 1/2007, Science and technology, pp. 72-78.10.2749/101686607779938895Search in Google Scholar

[6] TARAS, A. - GREINER, R.: Development and application of a fatigue class catalogue for rivited bridge components. Structural Engineering International 1/2010, Science and technology, pp. 91-103.10.2749/101686610791555810Search in Google Scholar

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