The SNP Bridge over the Danube in Bratislava represents an attractive steel cable-stayed bridge. Its length is 431.8 m. The submitted paper describes the methodology of experimental testing and presents some results of the loading test. During this test it was observed that the dilatation unit on the right water side shows some failure. Due to this failure the dilatation unit acts as a generator of vibration of the end bridge span. On the basis of experimental measurements this failure was detected and the dilatation unit was renovated
The paper presents the results of static and dynamic tests carried out during the final testing of t...
The paper describes the development of a monitoring program for a cable-stayed bridge and resumes th...
A method is presented of measuring a bridge’s characteristic allowance for dynamic interaction in th...
The SNP Bridge over the Danube in Bratislava represents an attractive steel cable-stayed bridge. Its...
AbstractThe paper presents some of the intermediate results obtained in the framework of the researc...
A field load testing is an effective method for understanding the behavior and fundamental character...
This paper describes the dynamic monitoring carried out by means of vibration measurements during th...
International audienceThe Éric Tabarly bridge in Nantes is a 210m long cable-stayed road bridge cros...
Base isolated steel arch bridges are very complex engineering systems whose behaviour may depend not...
This paper deals with the comparison of results of dynamic test and numerical modelling of a road br...
This work presents the results of the experimental dynamic assessment of the cable-stayed bridge tha...
This paper presents results of an extensive experimental campaign carried out during the constructio...
A large number of existing bridges need to be rehabilitated due to increasing traffic and/or loading...
AbstractIn frame of the tramway network development in Budapest a new tramway line has been establis...
Abstract: The bridge over the Vistula River has just been finished. The main span of 375m is constru...
The paper presents the results of static and dynamic tests carried out during the final testing of t...
The paper describes the development of a monitoring program for a cable-stayed bridge and resumes th...
A method is presented of measuring a bridge’s characteristic allowance for dynamic interaction in th...
The SNP Bridge over the Danube in Bratislava represents an attractive steel cable-stayed bridge. Its...
AbstractThe paper presents some of the intermediate results obtained in the framework of the researc...
A field load testing is an effective method for understanding the behavior and fundamental character...
This paper describes the dynamic monitoring carried out by means of vibration measurements during th...
International audienceThe Éric Tabarly bridge in Nantes is a 210m long cable-stayed road bridge cros...
Base isolated steel arch bridges are very complex engineering systems whose behaviour may depend not...
This paper deals with the comparison of results of dynamic test and numerical modelling of a road br...
This work presents the results of the experimental dynamic assessment of the cable-stayed bridge tha...
This paper presents results of an extensive experimental campaign carried out during the constructio...
A large number of existing bridges need to be rehabilitated due to increasing traffic and/or loading...
AbstractIn frame of the tramway network development in Budapest a new tramway line has been establis...
Abstract: The bridge over the Vistula River has just been finished. The main span of 375m is constru...
The paper presents the results of static and dynamic tests carried out during the final testing of t...
The paper describes the development of a monitoring program for a cable-stayed bridge and resumes th...
A method is presented of measuring a bridge’s characteristic allowance for dynamic interaction in th...