New modern bridges and older structures exposed to accelerated deterioration need permanent condition monitoring. The major tools used in bridge condition evaluation are based on the results of the experimental modal analysis of bridge structures. This paper focuses on the methodology of Forced Vibration Tests performed by means of mechanical exciters. A comprehensive testing system called MANABRIS, developed at Wroclaw University of Technology, is presented. The system is equipped with a rotational eccentric mass exciter and dedicated software for programming and controlling the tests and for acquiring and processing measurement data. The results of a Forced Vibration Test carried out on a typical railway bridge are compared with the resul...
The report contains results of the second dynamic test of the one-span bridge constructions with bea...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
This thesis deals with vibration frequency evaluation using non-destructive modal testing of beam-...
New modern bridges and older structures exposed to accelerated deterioration need permanent conditio...
Bridges have been built around the world for at least 3000 years and have made it possible for man t...
In this paper the potential application of experimental modal testing of railway bridges by applicat...
In this paper the potential application of experimental modal testing of railway bridges by applicat...
One of the most effective ways for investigating dynamic behaviour of mechanical and civil structure...
The bridges experience increasing traffic volume and weight, deteriorating of components and large n...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
The focus on the condition and performance of existing structures has increased due to the growing n...
The report contains results of the second dynamic test of the one-span bridge constructions with bea...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
This thesis deals with vibration frequency evaluation using non-destructive modal testing of beam-...
New modern bridges and older structures exposed to accelerated deterioration need permanent conditio...
Bridges have been built around the world for at least 3000 years and have made it possible for man t...
In this paper the potential application of experimental modal testing of railway bridges by applicat...
In this paper the potential application of experimental modal testing of railway bridges by applicat...
One of the most effective ways for investigating dynamic behaviour of mechanical and civil structure...
The bridges experience increasing traffic volume and weight, deteriorating of components and large n...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
The focus on the condition and performance of existing structures has increased due to the growing n...
The report contains results of the second dynamic test of the one-span bridge constructions with bea...
The focus of the thesis is to process measurements acquired from a continuous monitoring system at ...
This thesis deals with vibration frequency evaluation using non-destructive modal testing of beam-...