A simple method using a truss model for in-plane nonlinear static analysis of a cable-stayed bridge with a plate deck section
- Author
- PAPADOPOULOS, P. G1 ; ARETHAS, J1 ; LAZARIDIS, P1 ; MITSOPOULOU, E1 ; TEGOS, J1
[1] Department of Civil Engineering, Aristotle University of Thessaloniki, Greece - Source
Engineering structures. 2008, Vol 30, Num 1, pp 42-53, 12 p ; ref : 9 ref
- CODEN
- ENSTDF
- ISSN
- 0141-0296
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Amsterdam
- Publication country
- Netherlands
- Document type
- Article
- Language
- English
- Author keyword
- Cable pretension Cable-stayed bridge Computing time Geometric nonlinearities Multi-cable model Nonlinear static analysis Plane truss model Preliminary design Slender plate deck section
- Keyword (fr)
- Analyse non linéaire Analyse statique Analyse structurale Application Calcul construction Distribution charge Exemple Modélisation Non linéarité Plaque Pont hauban Précontrainte par prétension Structure en treillis Tablier pont
- Keyword (en)
- Nonlinear analysis Static analysis Structural analysis Application Structural design Load distribution Example Modeling Nonlinearity Plate Stayed girder bridge Pretensioning Truss structure Bridge deck
- Keyword (es)
- análisis no lineal Análisis estática Análisis estructural Aplicación Cálculo construcción Distribución carga Ejemplo Modelización No linealidad Placa Puente arriostrado Precomprimido por pre-tensado Estructura celosia Tablero del puente
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14M Bridges / 001D14M08 Suspension bridges. Stayed girder bridges. Bascule bridges. Swing bridges
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 19984397
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.2007.03.001 
https://dx.doi.org/10.1016/j.engstruct.2007.03.001
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