Punching resistances of unbonded post-tensioned slabs by decompression methods
- Author
- CARVALHO SILVA, R. J1 ; REGAN, P. E2 ; MELO, G. S. S. A1
[1] University of Brasilia, Brazil
[2] University of Westminster, London, United Kingdom - Source
Structural concrete (London. 1999). 2005, Vol 6, Num 1, pp 9-21, 13 p ; ref : 17 ref
- ISSN
- 1464-4177
- Scientific domain
- Civil engineering
- Publisher
- Thomas Telford, London
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Keyword (fr)
- Analyse donnée Application Calcul construction Dalle Etude comparative Modèle prévision Méthode calcul Plancher Poinçonnage Prototype Précontrainte par posttension Résistance cisaillement Résistance matériau Résultat expérimental
- Keyword (en)
- Data analysis Application Structural design Slabs Comparative study Forecast model Computing method Floor Punching Prototype Posttensioning Shear strength Strength of materials Experimental result
- Keyword (es)
- Análisis datos Aplicación Cálculo construcción Losa Estudio comparativo Modelo previsión Método cálculo Piso Contraste Prototipo Precomprimido por post-tensión Resistencia cizallamiento Resistencia material Resultado experimental
- 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 / 001D14I Buildings / 001D14I01 External envelopes / 001D14I01E Floor. Ceiling
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 16715833
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
10.1680/stco.2005.6.1.9 
https://dx.doi.org/10.1680/stco.2005.6.1.9
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