Effect of high-strength concrete columns on the behavior of slab-column connections

ACI Structural Journal

Volumn 93, Issue 5, 1996, Pages 545-554

  Marzouk, H ^a   Emam, Mohamed ^a   Sameh Hilal, M ^a  

^a NONE

Author keywords

Columns (supports); Crack width and spacing; Ductility; Energy absorption; Failure mechanisms; High strength concretes; Moments; Slabs; Stiffness; Strains

Indexed keywords

BUILDING CODES; COMPRESSIVE STRENGTH; CONCRETE CONSTRUCTION; DUCTILITY; ENERGY ABSORPTION; FAILURE (MECHANICAL); MATERIALS TESTING; SHEAR STRENGTH; STIFFNESS; STRAIN; STRUCTURAL DESIGN;

FLEXURAL STEEL REINFORCEMENT RATIO; HIGH STRENGTH CONCRETE COLUMNS; INTERIOR SLAB COLUMN CONNECTIONS; MOMENT TO SHEAR RATIO; SLAB COLUMN CONNECTIONS;

COLUMNS (STRUCTURAL);

EID: 0030242015     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. ACI Committee 318, (1989), "Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-89/ACI 318R-89)," American Concrete Institute, Detroit, 1989, 353 pp.
2. ACI-ASCE Committee 426, (1974), "Shear Strength of Reinforced Concrete Members Slabs," Proceedings, American Society of Civil Engineers, V. 100, No. ST8, pp. 1543-1591.
3. Comité Euro-International du Béton, (1985), "Punching Shear in Reinforced Concrete - A State of Art by P. E. Regan and M. W. Braestrup," Bulletin d'Information No. 168, 339 pp.
4. Hawkins, N. M.; Bao, A.; and Yamazaki, J., (1989), "Moment Transfer from Concrete Slabs and Edge Columns," ACI Structural Journal, V. 86, No. 6, Nov.-Dec. 1989, pp. 705-716.
5. Murzouk, H., and Hussein, A., (1991), "Experimental Investigation on the Behavior of High-Strength Concrete Slabs," ACI Structural Journal, V. 88, No. 6, Nov.-Dec. 1991, pp. 701-713.
6. Moe, J., (1961,). "Shearing Strength of Reinforced Concrete Slabs and Footings under Concentrated Loads," Development Department Bulletin No. D47, Portland Cement Association, Skokie, 130 pp.