Punching of concrete slabs due to column moment transfer

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 2, 2000, Pages 180-189

  Megally, Sami ^a   Ghali, Amin ^a  

^a UNIVERSITY OF CALGARY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; LINEAR EQUATIONS; MATHEMATICAL MODELS; METHOD OF MOMENTS; PLATES (STRUCTURAL COMPONENTS); PUNCHING; SHEAR STRESS; STRUCTURAL LOADS; WIND EFFECTS;

COLUMN MOMENT TRANSFER; FLEXURAL REINFORCING BARS; PATTERN GRAVITY LOADING; SHEAR REINFORCEMENT; UNBALANCED MOMENTS;

CONCRETE SLABS;

EID: 0033686221     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:2(180)     Document Type: Article

References (5)

1. ANATECH concrete analysis program ANACAP. Version 2.1, user 's guide. (1995). ANATECH Consulting Engineers, San Diego.
2. "Building code requirements for structural concrete and commentary." (1995). AC! 318-95 and ACl 318R-95, American Concrete Institute, Detroit.
3. Elgabry, A. A., and Ghali, A. (1996). "Moment transfer by shear in column-slab connections." AC! Struct. J., 93(2), 187-196.
4. Megally, S. H. (1998). "Punching shear resistance of concrete slabs to gravity and earthquake forces," PhD dissertation, Dept. of Civ. Engrg., University of Calgary, Calgary, Alta., Canada.
5. The performance of steel buildings in past earthquakes: The Mexico City earthquake of 1985. (1991). American Iron and Steel Institute, Washington, D.C., 45-64.