Revised code provisions for long-term deflection calculations

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 158, Issue 1, 2005, Pages 71-75

  Beeby, A W ^a   Scott, R H ^b   Jones, A E K ^c  

^a UNIVERSITY OF LEEDS   (United Kingdom)

^b DURHAM UNIVERSITY   (United Kingdom)

^c ARUP   (United Kingdom)

Author keywords

Codes of practice standards; Concrete structures; Strength and testing of members

Indexed keywords

CIVIL ENGINEERING; REINFORCED CONCRETE; STIFFNESS; TENSILE STRENGTH;

DEFLECTION CALCULATIONS; DESIGN CODES; TENSION STIFFENING EFFECTS;

CODES (STANDARDS);

CONCRETE STRUCTURE; DEFLECTION;

EID: 14844297102     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2005.158.1.71     Document Type: Article

References (5)

1. British Standards Institution. Structural Use of Concrete Part 1: 1997: Code of practice for design and construction and Part 2: 1985: Code of practice for special circumstances. BSI, Milton Keynes, 1997/ 1985, BS 8110.
2. Eurocode 2. Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings. Eurocode, ENV 1992-1-1.
3. Beeby A.W. and Scott R. H. Tension Stiffening of Concrete. Report to The Concrete Society, December 2002.
4. Farra B. and Jaccoud J.-P. Influence du beton et de l'armature sur la fissuration des structures en beton - Rapport des essais de tirants sous deformation imposee de court duree. Department de Genie Civil, Ecole Polytechnique Federale de Lausanne. Publication No. 140, November 1993.
5. Scott R. H. The short-term moment-curvature relationship for reinforced concrete beams. Proceedings of the Institution of Civil Engineers, 1983, 75, Part 2, 725-734.