Evaulation of ACI 318 minimum thickness requirements for one-way slabs

ACI Structural Journal

Volumn 96, Issue 4, 1999, Pages 616-621

  Scanlon, Andrew ^a   Choi, Bong Seob ^a  

^a NONE

Author keywords

Building codes; Concrete construction; Deflection; Reinforced concrete; Serviceability; Stiffness; Structural analysis; Structural design

Indexed keywords

CONCRETE CONSTRUCTION; DEFLECTION (STRUCTURES); REINFORCED CONCRETE; STIFFNESS;

ONE-WAY SLABS;

STRUCTURAL ANALYSIS;

EID: 0033167799     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Review

References (7)

1. ACI Committee 318, 1995. "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95)," American Concrete Institute, Farmington Hills, Mich., 369 pp.
2. Gardner, N. J., and Zhang, J., 1995. "Controlling Deflection Serviceability by Span/Depth Limits and Long-Term Deflection Multipliers for Reinforced Concrete Beams," Dan E. Branson Symposium, ACI Fall Convention, Montreal.
3. Graham, C. J., and Scanlon, A., 1986. "Long-Time Multipliers for Estimating Two-Way Slab Deflections," ACI JOURNAL, Proceedings V. 83, No. 6, Nov.-Dec., pp. 899-908.
4. e and Minimum Thickness to Avoid Deflection Computation," ACI JOURNAL, Proceedings V. 78, No. 6, Nov.-Dec., pp. 423-439.
5. Rangan, V., 1982. "Control of Beam Deflections by Allowable Span-Depth Ratios," ACI JOURNAL, Proceedings V. 79, No. 5, Sept.-Oct., pp. 372-377.
6. Thompson, D. P., and Scanlon, A., 1988. "Minimum Thickness Requirements for Control of Two-Way Slab Deflections, ACI JOURNAL, Proceedings, V. 85, No. 1, Jan.-Feb., pp. 12-22.
7. Warwaruk, J., 1979. "Deflection Requirements - History and Background Related to Vibrations," Vibrations of Concrete Structures, SP-60, American Concrete Institute, Farmington Hills, Mich., pp. 13-41.