| Title: | Modelling of traffic load effects in the assessment of existing road bridges |
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| Authors: | ID Skokandić, Dominik (Author)
ID Mandić Ivanković, Ana (Author)
ID Žnidarič, Aleš (Author)
ID Srbić, Mladen (Author) |
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| Files: |  PDF - Presentation file, download (687,33 KB)
MD5: F8F5C2DA2FB1E8B4A5608EF61DDEB249
PDF - Presentation file, download (675,41 KB)
MD5: 86181CD943893D22CED8ACF75CA76E2B
 URL - Source URL, visit http://dx.doi.org/10.14256/JCE.2609.2019
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| Language: | English |
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| Typology: | 1.02 - Review Article |
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| Organization: |  ZAG - Slovenian National Building and Civil Engineering Institute
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| Abstract: | 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. |
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| Keywords: | prometna obtežba, tehtanje vozil med vožnjo, mostni WIM, ocenjevanje stanja, obstoječi mostovi, traffic load, weigh-in-motion, bridge WIM, condition assessment, existing bridges |
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| Publication status: | Published |
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| Publication version: | Version of Record |
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| Publication date: | 10.12.2019 |
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| Publisher: | Hrvatski savez građevinskih inženjera |
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| Year of publishing: | 2019 |
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| Number of pages: | str. 1153-1165 |
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| Numbering: | Vol. 71, br. 12 |
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| PID: | 20.500.12556/DiRROS-18570  |
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| UDC: | 624 |
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| ISSN on article: | 0350-2465 |
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| DOI: | 10.14256/JCE.2609.2019 |
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| COBISS.SI-ID: | 2515303 |
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| Copyright: | © authors, 2019 |
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| Publication date in DiRROS: | 27.03.2024 |
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| Views: | 543 |
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| Downloads: | 408 |
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| Metadata: |    |
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