Građevinar, Vol. 71 No. 12., 2019.
Pregledni rad
https://doi.org/10.14256/JCE.2609.2019
Modelling of traffic load effects in the assessment of existing road bridges
Dominik Skokandić
Ana Mandić Ivanković
Aleš Žnidarič
Mladen Srbić
Sažetak
Traffic load models used for the design of new bridges are based on conservative assumptions and have not been proven efficient for assessing safety of existing bridges. In the case of existing bridges, it is reasonable to use load models that are based on bridge weigh-in-motion data which, in addition to axle loads and spacing of bridge-crossing vehicles, provide information on bridge behaviour under traffic load. This paper provides an overview of traffic load models, as well as guidelines on the use of weigh-in-motion data when assessing condition of existing road bridges.
Ključne riječi
traffic load; weigh-in-motion analysis; B-WIM; condition assessment; existing bridges
Hrčak ID:
232072
URI
Datum izdavanja:
13.1.2020.
Posjeta: 1.823 *