In this paper, the results of load tests performed on two railway bridges opened to traffic recently are demonstrated. In the course of static measurement, the deflection of the bridge and the stresses in selected points were measured. Dynamic measurements comprised natural frequencies, dynamic factor and dynamic excess. The measurement results obtained were compared with the calculated deflections and stresses. Comparison of model test results for the Simontornya bridge in the design stage and measurement results for the structurally similar Banreve bridge is of special interest
The FADLESS research project aims to define innovative technical guidelines for the assessment and c...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
Both elements in one of the sections of the stringers of the Southern Railway Bridge in Budapest wer...
In this paper, the results of load tests performed on two railway bridges opened to traffic recently...
New bridges can be opened to traffic only after a subsequent load test. The minimal aim of these che...
In this paper, the authors give an account of the results obtained by static and dynamic measurement...
In this paper, the railway bridge of the longest span ever built in Hungary is dealt with. It conta...
Investigating existing structures in the real world can help us know more about their characteristic...
Load-carrying elements of a 100 years old steel (wrought iron) railway bridge have been...
A good deal of resources has been invested in building and maintaining existing infrastructure.Many ...
AbstractActual static and dynamic response of a newly constructed composite steel-concrete railway b...
Some results of measurements of bending deformation concrete span bridge are given. It is shown that...
Health monitoring of masonry bridges is vital due to their long life in service and an increasing ne...
AbstractOne of the significant parameters in design as well as fatigue assessment of railway bridges...
AbstractIn frame of the tramway network development in Budapest a new tramway line has been establis...
The FADLESS research project aims to define innovative technical guidelines for the assessment and c...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
Both elements in one of the sections of the stringers of the Southern Railway Bridge in Budapest wer...
In this paper, the results of load tests performed on two railway bridges opened to traffic recently...
New bridges can be opened to traffic only after a subsequent load test. The minimal aim of these che...
In this paper, the authors give an account of the results obtained by static and dynamic measurement...
In this paper, the railway bridge of the longest span ever built in Hungary is dealt with. It conta...
Investigating existing structures in the real world can help us know more about their characteristic...
Load-carrying elements of a 100 years old steel (wrought iron) railway bridge have been...
A good deal of resources has been invested in building and maintaining existing infrastructure.Many ...
AbstractActual static and dynamic response of a newly constructed composite steel-concrete railway b...
Some results of measurements of bending deformation concrete span bridge are given. It is shown that...
Health monitoring of masonry bridges is vital due to their long life in service and an increasing ne...
AbstractOne of the significant parameters in design as well as fatigue assessment of railway bridges...
AbstractIn frame of the tramway network development in Budapest a new tramway line has been establis...
The FADLESS research project aims to define innovative technical guidelines for the assessment and c...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
Both elements in one of the sections of the stringers of the Southern Railway Bridge in Budapest wer...