In-plane strength and design of fixed steel I-section arches
- Author
- PI, Yong-Lin1 ; BRADFORD, Mark A1
[1] School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW2052, Australia - Source
Engineering structures. 2004, Vol 26, Num 3, pp 291-301, 11 p ; ref : 17 ref
- CODEN
- ENSTDF
- ISSN
- 0141-0296
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Amsterdam
- Publication country
- Netherlands
- Document type
- Article
- Language
- English
- Author keyword
- Arch Bending Buckling Compression Design Fixed General loading I-section In-plane Inelastic Steel Strength
- Keyword (fr)
- Acier Arche Calcul construction Comportement Compression Construction métallique Contrainte résiduelle Flambage Flexion Inélasticité Méthode élément fini Résistance mécanique
- Keyword (en)
- Steel Arch Structural design Behavior Compression Metallic structure Residual stress Buckling Bending Inelasticity Finite element method Strength
- Keyword (es)
- Acero Arco Cálculo construcción Conducta Compresión Construcción metálica Tensión residual Pandeo Flexión Inelasticidad Método elemento finito Resistencia mecánica
- 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 / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02C Metal structure
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 15487692
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.2003.09.011 
https://dx.doi.org/10.1016/j.engstruct.2003.09.011
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