[[1] MACHELSKI C., TOCZKIEWICZ R., Identification of connection flexibility effects based on load testing of a steel-concrete bridge, Journal of Civil Engineering and Architecture, 2012, Vol. 6, No. 11 (60), 1504-1513.]Search in Google Scholar
[[2] HOSAKA T., HIRAGI H., KOEDA Y., TACHIBANA T., WATANABE Y., An experimental study on characteristics of shear connections in composite continuous girders for railway bridges, Journal of Structural Engineering, 1998, Vol. 44A, 1497-1504.]Search in Google Scholar
[[3] HIRAGI H., MATSUI S., MUTO K., Development of favoritable stud shear connections to flexible composite actions, Journal of Structural Engineering, 1998, Vol. 44A, 1485-1496.]Search in Google Scholar
[[4] MACHACEK J., STUDNICKA J., Perforated shear connectors, Steel and Composite Structures, 2002, Vol. 2, No. 1, 51-66.10.12989/scs.2002.2.1.051]Search in Google Scholar
[[5] MACHELSKI C., MICHALSKI J.B., JANUSZ L., Deformation factors of buried corrugated structures, Journal of the Research Board, Transportation Research Board of Nationals Academies, Washington D.C., 2009, 70-75.10.3141/2116-10]Search in Google Scholar
[[6] MACHELSKI C., TOMALA P., Stiffness of shells with concrete filled ribs in soil-steel bridge structures, Archives of Institute of Civil Engineering, Poznań, 2012, Vol. 12, 157-166.]Search in Google Scholar
[[7] MACHELSKI C., Sztywność powłok warstwowych obiektów gruntowo-powłokowych, Drogi i Mosty, 2011, Vol. 4, 55-78.]Search in Google Scholar
[[8] TIMOSHENKO S.P., GERE J.M., Mechanics of Materials, Van Nostrand Renhold Company, New York, Cincinati, Toronto, London, Melbourne, 1972.]Search in Google Scholar
[[9] CHUCHILL R.V., BROWN J.W., Series and boundary value problems, McGraw-Hill Book Company, New York, 1978.]Search in Google Scholar
