@article{2005098863595 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Dynamic behavior of deck slabs of concrete road bridges},
journal = {Journal of Bridge Engineering},
author = {Broquet, Claude and Bailey, Simon F. and Fafard, Mario and Bruhwiler, Eugen},
volume = {9},
number = {2},
year = {2004},
pages = {137 - 146},
issn = {10840702},
abstract = {This paper treats the dynamic effect of traffic actions on the deck slabs of concrete road bridges using the finite-element method. All the important parameters that influence bridge-vehicle interaction are studied with a systematic approach. An advanced numerical model is described and the results of a parametric study are presented. The results suggest that vehicle speed is less important than vehicle mass and that road roughness is the most important parameter affecting the dynamic behavior of deck slabs. The type of bridge cross section was not found to have a significant influence on deck slab behavior. The dynamic amplification factor varied between 1.0 and 1.55 for the bridges and vehicles studied. These results should be validated by further work.},
key = {Concrete bridges},
keywords = {Amplification;Bridge decks;Concrete slabs;Finite element method;Mathematical models;Roads and streets;Structural analysis;Surface roughness;},
note = {Bridge design;Bridge models;Deck slabs;Vehicle mass;},
URL = {http://dx.doi.org/10.1061/(ASCE)1084-0702(2004)9:2(137)},
}

{"_id":"c9FspQkN6WKqdtwQb","bibbaseid":"broquet-bailey-fafard-bruhwiler-dynamicbehaviorofdeckslabsofconcreteroadbridges-2004","author_short":["Broquet, C.","Bailey, S. F.","Fafard, M.","Bruhwiler, E."],"bibdata":{"bibtype":"article","type":"article","language":"English","copyright":"Compendex","title":"Dynamic behavior of deck slabs of concrete road bridges","journal":"Journal of Bridge Engineering","author":[{"propositions":[],"lastnames":["Broquet"],"firstnames":["Claude"],"suffixes":[]},{"propositions":[],"lastnames":["Bailey"],"firstnames":["Simon","F."],"suffixes":[]},{"propositions":[],"lastnames":["Fafard"],"firstnames":["Mario"],"suffixes":[]},{"propositions":[],"lastnames":["Bruhwiler"],"firstnames":["Eugen"],"suffixes":[]}],"volume":"9","number":"2","year":"2004","pages":"137 - 146","issn":"10840702","abstract":"This paper treats the dynamic effect of traffic actions on the deck slabs of concrete road bridges using the finite-element method. All the important parameters that influence bridge-vehicle interaction are studied with a systematic approach. An advanced numerical model is described and the results of a parametric study are presented. The results suggest that vehicle speed is less important than vehicle mass and that road roughness is the most important parameter affecting the dynamic behavior of deck slabs. The type of bridge cross section was not found to have a significant influence on deck slab behavior. The dynamic amplification factor varied between 1.0 and 1.55 for the bridges and vehicles studied. These results should be validated by further work.","key":"2005098863595","keywords":"Amplification;Bridge decks;Concrete slabs;Finite element method;Mathematical models;Roads and streets;Structural analysis;Surface roughness;","note":"Bridge design;Bridge models;Deck slabs;Vehicle mass;","url":"http://dx.doi.org/10.1061/(ASCE)1084-0702(2004)9:2(137)","bibtex":"@article{2005098863595 ,\nlanguage = {English},\ncopyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},\ncopyright = {Compendex},\ntitle = {Dynamic behavior of deck slabs of concrete road bridges},\njournal = {Journal of Bridge Engineering},\nauthor = {Broquet, Claude and Bailey, Simon F. and Fafard, Mario and Bruhwiler, Eugen},\nvolume = {9},\nnumber = {2},\nyear = {2004},\npages = {137 - 146},\nissn = {10840702},\nabstract = {This paper treats the dynamic effect of traffic actions on the deck slabs of concrete road bridges using the finite-element method. All the important parameters that influence bridge-vehicle interaction are studied with a systematic approach. An advanced numerical model is described and the results of a parametric study are presented. The results suggest that vehicle speed is less important than vehicle mass and that road roughness is the most important parameter affecting the dynamic behavior of deck slabs. The type of bridge cross section was not found to have a significant influence on deck slab behavior. The dynamic amplification factor varied between 1.0 and 1.55 for the bridges and vehicles studied. These results should be validated by further work.},\nkey = {Concrete bridges},\nkeywords = {Amplification;Bridge decks;Concrete slabs;Finite element method;Mathematical models;Roads and streets;Structural analysis;Surface roughness;},\nnote = {Bridge design;Bridge models;Deck slabs;Vehicle mass;},\nURL = {http://dx.doi.org/10.1061/(ASCE)1084-0702(2004)9:2(137)},\n} \n\n\n","author_short":["Broquet, C.","Bailey, S. F.","Fafard, M.","Bruhwiler, E."],"id":"2005098863595","bibbaseid":"broquet-bailey-fafard-bruhwiler-dynamicbehaviorofdeckslabsofconcreteroadbridges-2004","role":"author","urls":{"Paper":"http://dx.doi.org/10.1061/(ASCE)1084-0702(2004)9:2(137)"},"keyword":["Amplification;Bridge decks;Concrete slabs;Finite element method;Mathematical models;Roads and streets;Structural analysis;Surface roughness;"],"metadata":{"authorlinks":{}}},"bibtype":"article","biburl":"https://bibbase.org/network/files/m3A3cns49MKmeRzt5","dataSources":["a8ZERbi9bQYHSsp8P","6Aw5QAtT2yLJ3d2JP","qBPxBjrzghRQ4Wzbf","EnwwBMFxopKkypo2f","8uWbXNBCDiEboMj8h"],"keywords":["amplification;bridge decks;concrete slabs;finite element method;mathematical models;roads and streets;structural analysis;surface roughness;"],"search_terms":["dynamic","behavior","deck","slabs","concrete","road","bridges","broquet","bailey","fafard","bruhwiler"],"title":"Dynamic behavior of deck slabs of concrete road bridges","year":2004}