Span-to-height ratio limits for prestressed concrete members

Structural Concrete

Volumn 11, Issue 1, 2010, Pages 35-43

  Debernardi, P G ^a   Taliano, M ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COMPLIANCE CONTROL; CONCRETE BEAMS AND GIRDERS; DEFLECTION (STRUCTURES); PRESTRESSED BEAMS AND GIRDERS; REGULATORY COMPLIANCE;

DEFLECTION CONTROL; GEOMETRICAL PROPERTY; INTERNATIONAL STANDARDS; PARAMETRIC -ANALYSIS; PRESTRESSED CONCRETE BEAMS; RECTANGULAR CROSS-SECTIONS; STRUCTURAL SYSTEMS; ULTIMATE LIMIT STATE;

PRESTRESSED CONCRETE;

EID: 77953002155     PISSN: 14644177     EISSN: 17517648     Source Type: Journal    
DOI: 10.1680/stco.2010.11.1.035     Document Type: Article

References (9)

1. Bažant ZP (1972) Predictions of concrete creep effects using age-adjusted effective modulus method. ACI Journal 69(4): 212-217.
2. Beeby AW (1999) Deformation. Fé dé ration Internationale du Bé ton, Geneva, Switzerland, Bulletin No. 2, pp. 103-139.
3. CEB (Comité Euro-international du Béton) (1984) Manual on Structural Effects of Time-dependent Behaviour of Concrete. CEB, Lausanne, Switzerland, Bulletin d'Information No.142.
4. CEB (1993) Structural Effects of Time-dependent Behaviour of Concrete. CEB, Lausanne, Switzerland, Bulletin d'Information No. 215
5. CEB-FIP (Comité Euro-international du Bé ton-Fé dé ration Internationale de la Pré contrainte) (1993) CEB-FIP Model Code 1990. Thomas Telford, London.
6. CEN (Comité Europé en de Normalisation) (2001) Serviceability Limit States. Deflections - Supporting Document for Section 7 of EN1992-1-1. European Committee for Standardization, Brussels, Belgium, CEN/ TC250/SC.
7. CEN (2004) EN1992-1-1: Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings. European Committee for Standardization, Brussels, Belgium.
8. Cosenza E and Debernardi PG (1997) Calculation of Stresses, Deformations and Deflections of Reinforced and Prestressed Concrete Elements in Service. Comité Euro-international du Bé ton, Lausanne, Switzerland, Bulletin d'Information No. 235, pp. 105-141.
9. ISO (International Organization for Standardization) (1977) ISO 4356: Bases for the Design of Structures - Deformations of Buildings at the Serviceability Limit States. ISO, Geneva, Switzerland.