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Serviceability influences on moment redistribution in beams

Author
SCOTT, R. H1 ; WHITTLE, R. T2
[1] University of Durham, United Kingdom
[2] Arup Research and Development, London, United Kingdom
Source

Structural concrete (London. 1999). 2005, Vol 6, Num 4, pp 135-140, 6 p ; ref : 8 ref

ISSN
1464-4177
Scientific domain
Civil engineering
Publisher
Thomas Telford, London
Publication country
United Kingdom
Document type
Article
Language
English
Keyword (fr)
Béton armé Calcul construction Construction béton Essai laboratoire Moment fléchissant Poutre Redistribution contrainte Relation contrainte déformation
Keyword (en)
Reinforced concrete Structural design Concrete construction Laboratory test Bending moment Beam(mechanics) Stress redistribution Stress strain relation
Keyword (es)
Hormigón armado Cálculo construcción Construcción de hormigon Ensayo laboratorio Momento flextante Viga Redistribución tensíon Relación tensión deformación
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 / 001D14G Materials / 001D14G02 Concretes. Mortars. Grouts / 001D14G02G Reinforced concrete

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14H Construction (buildings and works) / 001D14H02 Building structure / 001D14H02E Reinforced concrete structure

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
17352626

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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