Roads and Bridges - Drogi i Mosty

Machelski, Czesław

• Vol. 13, No. 2 (2014)
  Parameters of load transverse distribution across bridges
  Abstract  PDF  PDF
• Vol. 10, No. 4 (2011)
  Stiffness of layered shells in soil-steel bridge structures
  Abstract  PDF
• Vol. 9, No. 4 (2010)
  Changes of a radius of curvature of a soil-steel shell bridge during construction
  Abstract  PDF
• Vol. 9, No. 2 (2010)
  Overloading coefficients of cantilever span support
  Abstract  PDF
• Vol. 7, No. 1-2 (2008)
  Influence of bridge nonstructural elements on connection flexibility indices in steel-concrete girders
  Abstract  PDF
• Vol. 6, No. 1 (2007)
  Rheological effects in composite beams with sandwich deck slab
  Abstract  PDF
• Vol. 5, No. 4 (2006)
  Parametric analysis of three-girder concrete spans
  Abstract  PDF
• Vol. 5, No. 4 (2006)
  In situ evaluation of connection flexibility in a road bridge due to live loads
  Abstract  PDF
• Vol. 4, No. 3 (2005)
  Flexibility of a steel girder connection with a slab in composite bridges
  Abstract  PDF
• Vol. 4, No. 2 (2005)
  Deformations of soil-steel bridges
  Abstract  PDF
• Vol. 13, No. 3 (2014)
  Dependence of deformation of soil-shell structure on the direction of load passage
  Abstract  PDF  PDF
• Vol. 1, No. 1 (2002)
  Service load capacity of reinforced concrete rebuilt bridges
  Abstract
• Vol. 15, No. 3 (2016)
  Steel plate curvatures of soil-steel structures during construction and exploitation
  Abstract  PDF  PDF
• Vol. 16, No. 3 (2017)
  Deformation of buried corrugated metal box structure under railway load
  Abstract  PDF  PDF
• Vol. 17, No. 3 (2018)
  Testing the load capacity of a soil-steel box structure
  Abstract  PDF
• Vol. 21, No. 2 (2022)
  Examination of the deformation of an animal overpass soil-steel structure by means of geodetic measurements
  Abstract  PDF
• Vol. 21, No. 3 (2022)
  Main girder deformation functions from service life of composite bridges
  Abstract  PDF
• Vol. 18, No. 3 (2019)
  Concrete creep effects during bridge span construction using cantilever concreting technology
  Abstract  PDF