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sustained loading on the performance of layered wood-concrete composite beams, Journal of Structural Engineering , Vol. 134, No. 3, 2008, pp. 430–439. Fast R. S. Influence of repeated and

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Tommola J., Salokangas L. Jutila A. Wood-concrete composite bridges: Tests on shear connectors, Nordic Timber Bridge Project, Phase 2 , Nordic Timber Council, Stockholm 1999. Jutila A

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. Low-to-high cycle fatigue behavior of wood-concrete composite beams with notched interlayer connections , Pollack Periodica , Vol. 8 , No. 1 , 2013 , pp. 3 – 14 . [5

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] Balogh J. , Fragiacomo M. , Gutkowski R. , Atadero R. , Ivanyi P. Low-to-high cycle fatigue behavior of wood-concrete composite beams with notched interlayer connections , Pollack Periodica , Vol. 8 , No. 1

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Platthy P. Calculation of continuous composite girders having elastic connectors, (in Hungarian) ÉKME Tud. Közl. XI. No. 3–4, Budapest, 1965, pp. 261–270. Tommola J., Jutila A. Analysis of wood-concrete composite girder with

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