A novel approach, for identification of modal properties using a dynamic excitation induced by a human walker, has previously been proposed to identify natural frequencies, damping ratios and modal masses. The developed approach is now expanded to also estimate vibration mode shapes, thus fully characterising the dynamic behaviour of a structure in a simple and affordable way. Additionally, the reliability of the method is parametrically analysed and validated against simulated and real world data of a footbridge. Results indicate that, given a reasonable initial estimate of the target modal properties values and with careful consideration of the number and location of measured responses, it is possible to estimate all modal properties of a...
The dynamic characteristics of a suspension footbridge are investigated through modal identification...
The modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic prop...
Interaction of walking people with structures is known to be an important yet challenging when simul...
A novel approach, for identification of modal properties using a dynamic excitation induced by a hum...
A novel approach, for identification of modal properties using a dynamic excitation induced by a hum...
The dynamic behaviour of footbridges is characterised by modal properties such as natural frequencie...
A wide number of applications in vibration analysis rely on estimation of modal properties, such as ...
The dynamic characteristics of a suspension footbridge are investigated through modal identification...
Modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properti...
The work aims at performing the dynamic modal identification of the long-span laminated timber footb...
Recent high-profile failures of footbridges to carry pedestrians without excessive and uncomfortable...
Bridges have been built around the world for at least 3000 years and have made it possible for man t...
Predicting the effect of walking traffic on structural vibrations is a great challenge to designers ...
The dynamic characteristics of a suspension footbridge are investigated through modal identification...
The modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic prop...
Interaction of walking people with structures is known to be an important yet challenging when simul...
A novel approach, for identification of modal properties using a dynamic excitation induced by a hum...
A novel approach, for identification of modal properties using a dynamic excitation induced by a hum...
The dynamic behaviour of footbridges is characterised by modal properties such as natural frequencie...
A wide number of applications in vibration analysis rely on estimation of modal properties, such as ...
The dynamic characteristics of a suspension footbridge are investigated through modal identification...
Modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properti...
The work aims at performing the dynamic modal identification of the long-span laminated timber footb...
Recent high-profile failures of footbridges to carry pedestrians without excessive and uncomfortable...
Bridges have been built around the world for at least 3000 years and have made it possible for man t...
Predicting the effect of walking traffic on structural vibrations is a great challenge to designers ...
The dynamic characteristics of a suspension footbridge are investigated through modal identification...
The modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic prop...
Interaction of walking people with structures is known to be an important yet challenging when simul...