A comparison of the ACI and EC2 codes provisions for flexural deflection

American Concrete Institute, ACI Special Publication

Volumn SP-210, Issue , 2003, Pages 93-114

  Malhas, F A ^a   Rahman, A ^b  

^a UNIVERSITY OF NORTH FLORIDA   (United States)

^b UNIVERSITY OF WISCONSIN MILWAUKEE   (United States)

Author keywords

Concrete beams; Creep; Curvature; Deflections; Serviceability; Shrinkage

Indexed keywords

ARCHITECTURAL DESIGN; CONCRETE CONSTRUCTION; REINFORCED CONCRETE; SHRINKAGE;

ANALYTICAL PROCEDURE; COMPARATIVE ANALYSIS; COMPRESSION REINFORCEMENT; EFFECTIVE MOMENT OF INERTIAS; FLEXURAL DEFLECTION; LONG-TERM DEFLECTIONS; PARAMETRIC -ANALYSIS; SPAN-TO-DEPTH RATIO;

DEFLECTION (STRUCTURES);

EID: 84887879535     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. ACI Committee 318, Building Code Requirements for Reinforced Concrete (ACI 318-99). American Concrete Institute, Detroit, 1999.
2. Eurocode 2 Design of Concrete Strucutures-Part 1: General Rules for Buildings, E N V 1992-1-1, European Committee for Standardization C E N, Brussels, 1991.
3. ACI Committee 435 Report " Deflection of Reinforced Concrete Flexura! Members." ACI Journal, Proceedings, Vol. 63 No. 6 June 1966
4. Narayanan, R.S., "Eurocode EC2 and BS8110 Compared." Longman, 1994
5. Sherif, A.G., Dilger, W. H. " Critical review of C S A A23.3-94 deflection prediction for normal and high strength concrete beam." Canadian Journal of Civil Engineering, 1998