Add to ORKGFactors influencing the Ioad distribution capacity of railway superstructure on steel bridges, the effect of railway superstructure as continuous beam on elastic supports on the influence lines of the supporting beam, as well as the possibility of approximative calculations are demonstrated in this paper
The railway track superstructure undertakes the forces that develop during train movement and distri...
AbstractIn the railway track modernizations an important role is played by the connection between th...
In this thesis the effect of axle load spreading through ballast and the effect of support stiffness...
The existing international bibliography-German, French, AREMA methods- includes various methods for ...
Purpose. The module of elasticity of the subrail base is one of the main characteristics for an asse...
There are approximately 4000 railway bridges in Sweden and a common construction type is the short s...
This paper discusses two models with load approaches to model the distribution is prescribed by the ...
The article describes general principles and basis of evaluation of existing railway bridges based o...
For new railway bridges with small spans (L ≤ 35.00 m) superstructures with steel beams embedded in ...
This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bri...
A good deal of resources has been invested in building and maintaining existing infrastructure.Many ...
In this paper, the railway bridge of the longest span ever built in Hungary is dealt with. It conta...
The Technical Specifications of D.12/H. of Hungarian State Railways (MÁV) specifies that a continuou...
The article is devoted to the survey and testing of railway bridges by the State Joint-Stock Railway...
The technical specifications of D.12/H of Hungarian State Railways specifies that a continuously wel...
The railway track superstructure undertakes the forces that develop during train movement and distri...
AbstractIn the railway track modernizations an important role is played by the connection between th...
In this thesis the effect of axle load spreading through ballast and the effect of support stiffness...
The existing international bibliography-German, French, AREMA methods- includes various methods for ...
Purpose. The module of elasticity of the subrail base is one of the main characteristics for an asse...
There are approximately 4000 railway bridges in Sweden and a common construction type is the short s...
This paper discusses two models with load approaches to model the distribution is prescribed by the ...
The article describes general principles and basis of evaluation of existing railway bridges based o...
For new railway bridges with small spans (L ≤ 35.00 m) superstructures with steel beams embedded in ...
This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bri...
A good deal of resources has been invested in building and maintaining existing infrastructure.Many ...
In this paper, the railway bridge of the longest span ever built in Hungary is dealt with. It conta...
The Technical Specifications of D.12/H. of Hungarian State Railways (MÁV) specifies that a continuou...
The article is devoted to the survey and testing of railway bridges by the State Joint-Stock Railway...
The technical specifications of D.12/H of Hungarian State Railways specifies that a continuously wel...
The railway track superstructure undertakes the forces that develop during train movement and distri...
AbstractIn the railway track modernizations an important role is played by the connection between th...
In this thesis the effect of axle load spreading through ballast and the effect of support stiffness...