Ductility requirements for redistribution of moments in reinforced concrete elements and a possible size effect

Materials and Structures/Materiaux et Constructions

Volumn 31, Issue 8, 1998, Pages 530-535

  Pisanty, A ^a   Regan, P E ^b,c,d  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

^b UNIVERSITY OF WESTMINSTER   (United Kingdom)

^c RILEM   (Saudi Arabia)

^d Edit Grp of Tech Comm 090 FMA

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; CONCRETE REINFORCEMENTS; CONCRETE TESTING; DUCTILITY; STRAIN; STRESS ANALYSIS; STRUCTURAL LOADS;

MOMENT REDISTRIBUTION;

REINFORCED CONCRETE;

EID: 0032184306     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02481534     Document Type: Article

References (7)

1. EC2 - Eurocode 2: Design of Concrete Structures, Part 1 (1992). General Rules and Rules for Buildings, DD ENV 1992-1-1:1992.
2. Pisanty, A. and Regan, P.E., 'Redistribution of Moments - The Contribution to Serviceability', Research Report, The Polytechnic of Central London (Currently, The University of Westminster) School of Architecture and Engineering, June 1991.
3. Pisanty, A. and Regan, P.E., 'Ductility Considerations for Moments Redistribution in Slabs', Research Report, The University ot Westminster, London (in preparation), 1997.
4. Pisanty, A. and Regan, P.E., 'Redistribution of moments and the possible demand tor ductility', CEB Bulletin d'Information No. 218 (August 1993) 149-162.
5. BS 4449, 'Specification for hot rolled steel bars for reinforcement of concrete', British Standards Institution, 1985.
6. Sheikh, S.A. and Uzumeri, S.M., 'Strength and ductility of tied concrete columns', ASCE Journal of Structural Division 106 (ST5) (1980) 1079-1102.
7. CEB - FIP Model Code 1990, CEB Bulletin d'Information No. 213/214 (May 1993).