A parametric study of composite footbridges under pedestrian walking loads
- Author
- FIGUEIREDO, F. P1 ; DA SILVA, J. G. S2 ; DE LIMA, L. R. O3 ; DA S. VELLASCO, P. C. G3 ; DE ANDRADE, S. A. L3
[1] Civil Engineering, State University ofRio de Janeiro, Brazil
[2] State University ofRio de Janeiro, Mechanical Engineering Department, Brazil
[3] State University ofRio de Janeiro, Structural Engineering Department, Brazil - Source
Engineering structures. 2008, Vol 30, Num 3, pp 605-615, 11 p ; ref : 25 ref
- CODEN
- ENSTDF
- ISSN
- 0141-0296
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Amsterdam
- Publication country
- Netherlands
- Document type
- Article
- Language
- English
- Author keyword
- Composite structures Dynamic structural design Dynamical analysis Footbridges Parametric study Pedestrian walking Serviceability Structural vibration
- Keyword (fr)
- Action vibration Analyse structurale Calcul construction Charge trafic Construction mixte Durée service Dynamique construction Mode vibration Modélisation Méthode paramétrique Passerelle Trafic piéton
- Keyword (en)
- Vibration effect Structural analysis Structural design Traffic load Composite construction Service life Building dynamics Vibrational mode Modeling Parametric method Footbridge Pedestrian traffic
- Keyword (es)
- Acción vibración Análisis estructural Cálculo construcción Carga tráfico Construcción mixta Duración servicio Dinámica construcción Modo de vibración Modelización Método paramétrico Pasarela Tráfico peatones
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C02 Stresses. Safety
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14M Bridges / 001D14M07 Composite bridges
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 20169436
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1016/j.engstruct.2007.04.021 
https://dx.doi.org/10.1016/j.engstruct.2007.04.021
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