Modelling of traffic load effects in the assessment of existing road bridges
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 addit...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2019-12-01
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| Series: | Građevinar |
| Online Access: | http://www.casopis-gradjevinar.hr/archive/article/2609 |