Ambient vibration testing has been used to determine modal parameters of civil engineering structures in the recent years. The advantage of this technique is that no forced excitation needs to be applied to the structure and is generally safe. The proposed project is to conduct ambient vibration testing on a single-span bridge. The primary working principle of this project to collect ambient data from the North Spine footbridge and use the MATLAB software to analyse the response and power spectral densities of the data to obtain the dynamic properties of the structure, namely the natural frequencies, damping ratios and mode shapes of the structure. The dynamic properties will allow one to assess the serviceability of a structure for consume...
An extensive program of full-scale ambient vibration testing has been conducted to measure the dynam...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...
The study of vibration data has always been a keen point of interest for researchers. Vibration anal...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The transient nature of forces induced in structures during earthquakes requires the use of dynamic ...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
An extensive program of full-scale ambient vibration testing has been conducted to measure the dynam...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...
The study of vibration data has always been a keen point of interest for researchers. Vibration anal...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The paper summarises the ambient vibration-based assessment of an historic suspension footbridge, da...
The transient nature of forces induced in structures during earthquakes requires the use of dynamic ...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
International audienceThe seismic response analysis of an existing bridge needs a mathematical model...
An extensive program of full-scale ambient vibration testing has been conducted to measure the dynam...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...
An investigation was carried out to determine dynamic characteristic of reinforced concrete (RC) bri...