Abstract
A conventional way to identify bridge frequencies is utilizing vibration data measured directly from the
bridge. A drawback with this approach is that the deployment and maintenance of the vibration sensors are
generally costly and time-consuming. One way to cope with the drawback is an indirect approach utilizing
vehicle vibrations while the vehicle passes over the bridge. In the indirect approach, however, the vehicle vibration
includes the effect of road surface roughness, which makes it difficult to extract the bridge modal
properties. One solution may be subtracting signals of two trailers towed by a vehicle to reduce the effect of
road surface roughness. A simplified vehicle-bridge interaction model is used in the numerical simulation; the
vehicle - trailer and bridge system are modeled as a coupled model. In addition, a laboratory experiment is
carried out to verify results of the simulation and examine feasibility of the damage detection by the indirect
method.
Original language | English |
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Title of host publication | Proceedings of the 28th KKHTCNN Symposium on Civil Engineering |
Publisher | KKHTCNN |
Number of pages | 4 |
Publication status | Published - Nov 2015 |
Event | The 28th KKHTCNN Symposium on Civil Engineering - Chulalongkorn University, Bangkok, Thailand Duration: 16 Nov 2015 → 18 Nov 2015 |
Conference
Conference | The 28th KKHTCNN Symposium on Civil Engineering |
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Country/Territory | Thailand |
City | Bangkok |
Period | 16/11/2015 → 18/11/2015 |