A new dynamic load testing of bridges is proposed and theoretically investigated. A transient analysis of passing vehicle over a bridge in ANSYS and an analytical program in MATLAB for the transient solution of piecewise linear mechanical structures were developed to assess the effects of the proposed dynamic load on a bridge model. According to the first laboratory experiments, it seems that the proposed travelling impulse load could surpass some of the shortcomings and limitations of the currently applied methods of bridge testing. The investigation is a part of a project aimed at drive-by identification of dynamic properties of bridges and further experimental and analytical research will follow
5th World Conference on Structural Control and Monitoring, 12th-14th July, Tokyo, JapanHighway struc...
Austin. He is in charge of field testing for IBAP and also involved in teaching and research activit...
The structural impedance approach is extended to study the transient response of bridges due to gene...
Two types of dynamic testing load for bridges - driving sprung mass and driving impulse load - areex...
This chapter presents principles and justification of diagnostic load tests of bridges as normally p...
The program of dynamic tests conducted on the bridges of the AASHO road test at Ottawa, Illinois stu...
The content of work is to determine modal characteristics of bridge construction over the Dyje river...
[[abstract]]The frequencies of vibration of bridges represent a kind of information that is most use...
In this paper, different dynamic tests carried out on bridge B15 over the highway E19 connecting Bru...
A new identification methodology for dynamic axle loads using the superposition principle and influe...
In order to evaluate the stress state and working performance of a rigid frame bridge after reconstr...
This paper describes a mathematical model for the prediction of the dynamic loads induced on a bridg...
Bridge Managment 5, Proceedings of the 5th International Conference on Bridge Management, London, UK...
A moving impulse load generated by a heavy cogwheel can be used as a testing excitation for bridges....
The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitat...
5th World Conference on Structural Control and Monitoring, 12th-14th July, Tokyo, JapanHighway struc...
Austin. He is in charge of field testing for IBAP and also involved in teaching and research activit...
The structural impedance approach is extended to study the transient response of bridges due to gene...
Two types of dynamic testing load for bridges - driving sprung mass and driving impulse load - areex...
This chapter presents principles and justification of diagnostic load tests of bridges as normally p...
The program of dynamic tests conducted on the bridges of the AASHO road test at Ottawa, Illinois stu...
The content of work is to determine modal characteristics of bridge construction over the Dyje river...
[[abstract]]The frequencies of vibration of bridges represent a kind of information that is most use...
In this paper, different dynamic tests carried out on bridge B15 over the highway E19 connecting Bru...
A new identification methodology for dynamic axle loads using the superposition principle and influe...
In order to evaluate the stress state and working performance of a rigid frame bridge after reconstr...
This paper describes a mathematical model for the prediction of the dynamic loads induced on a bridg...
Bridge Managment 5, Proceedings of the 5th International Conference on Bridge Management, London, UK...
A moving impulse load generated by a heavy cogwheel can be used as a testing excitation for bridges....
The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitat...
5th World Conference on Structural Control and Monitoring, 12th-14th July, Tokyo, JapanHighway struc...
Austin. He is in charge of field testing for IBAP and also involved in teaching and research activit...
The structural impedance approach is extended to study the transient response of bridges due to gene...