Development of engineering approach to ultimate strength and stability analyses of RC shells using the limit equilibrium method
- Author
- SHUGAEV, V. V1
[1] Institute for Concrete and Reinforced Concrete NIIZhB, Moscow, Russian Federation - Source
Journal of the International Association for Shell and Spatial Structures. 1999, Vol 40, Num 2, pp 121-132 ; ref : 15 ref
- ISSN
- 1028-365X
- Scientific domain
- Civil engineering
- Publisher
- International Association for Shell and Spatial Structures, Madrid
- Publication country
- Spain
- Document type
- Article
- Language
- Russian
- Keyword (fr)
- Analyse dommage Analyse structurale Béton armé Capacité portante Construction en voile Déformation Etude théorique Exemple Méthode résistance limite Simulation numérique Stabilité construction Structure élastoplastique
- Keyword (en)
- Failure analysis Structural analysis Reinforced concrete Loadbearing capacity Shell structure Deformation Theoretical study Example Ultimate strength method Numerical simulation Structural stability Elastoplastic structure
- Keyword (es)
- Análisis avería Análisis estructural Hormigón armado Capacidad soporte Construcción estructura laminar Deformación Estudio teórico Ejemplo Método resistencia límite Simulación numérica Estabilidad construcción Estructura elastoplástica
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02I Shell structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 1887753
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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