Second-order elastic plane-frame analysis using finite-element method
- Other title
- Calcul du second ordre des portiques plans élastiques en utilisant la méthode par éléments finis (fr)
- Author
- TORKAMANI, M.A.M1 ; SONMEZ, M1 ; LAO, J1
[1] Dept. of Civ. and Envir. Engrg., Univ. of Pittsburgh, Pittsburgh PA 15261-2294, United States - Source
Journal of structural engineering (New York, NY). 1997, Vol 123, Num 9, pp 1225-1235 ; Illustration ; ref : 16 ref
- CODEN
- JSENDH
- ISSN
- 0733-9445
- Scientific domain
- Civil engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Keyword (fr)
- Algorithme Charge concentrée Contrainte résiduelle Défaut Méthode élément fini Portique Poutre cantilever Structure poutre poteau Théorie deuxième ordre
- Keyword (en)
- Algorithm Concentrated load Residual stress Defect Finite element method Portal frame Cantilever beam Beam column structure Second order theory
- Keyword (es)
- Algoritmo Carga concentrada Tensión residual Defecto Método elemento finito Pórtico Viga cantilever Estructura viga-columna Teoría segundo orden
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02C Metal structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- CSTB
- Database
- PASCAL
- INIST identifier
- 5890541
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
10.1061/(ASCE)0733-9445(1997)123:9(1225) 
https://dx.doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1225)
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