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Measurement of bridge dynamics with a bridge weigh-in-motion systemŽnidarič, Aleš ; Lavrič, Igor, 1972- ; Kalin, JanDynamic modelling of bridges in the past has shown that dynamic amplificationsof traffic loading due to the passing heavy vehicles are generally lower than those prescribed in differ-ent codes and ... standards. The most rigorous reductions were shown for the heaviest loading events, which occur due to several heavy vehicles on the bridge. Applying such over-conservative Dynamic Amplification Factor (DAF) is beneficial for the design of a bridge, as it may provide additional structural safety needed in the future to withstand higher loads and reduced carrying capacity due to deterioration or any other reason. However, using such con-servative DAF estimates in the bridge assessment stage may result in unrealistically high loadings and, consequently, unnecessary measures that the bridge is submitted to. Paper de-scribes the improved functionality of the bridge weigh-in-motion system to measure in real-time the individual DAF of all traffic loading events on the bridge, the measuring set-up, and the results obtained.Source: International Conference on Heavy Vehicles HVParis 2008 : weigh-in-motion (ICWIM 5) (Str. 485-498)Type of material - conference contribution ; adult, seriousPublish date - 2008Language - englishCOBISS.SI-ID - 1428839
Author
Žnidarič, Aleš |
Lavrič, Igor, 1972- |
Kalin, Jan
Topics
mostni WIM |
WIM |
dinamični faktor |
mostna dinamika |
obtežba mostu |
bridge WIM |
DAF |
bridge dynamics |
bridge loading |
weigh-in-motion |
WIM
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Database name | Field | Year |
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Links to authors' personal bibliographies | Links to information on researchers in the SICRIS system |
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Žnidarič, Aleš | 10771 |
Lavrič, Igor, 1972- | 15480 |
Kalin, Jan | 17037 |
Source: Personal bibliographies
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