Prediction of strength and shear distortion in R/C beam-column joints

American Concrete Institute, ACI Special Publication

Volumn SP-197, Issue , 2002, Pages 191-214

  Parra Montesinos, Gustavo J ^a   Wight, James K ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Beam column joints; Deformation; Earthquake resistant structures; Principal strains; Reinforced concrete; Shear distortion; Shear strength

Indexed keywords

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DETERIORATION; JOINTS (STRUCTURAL COMPONENTS); SEISMIC WAVES; SEISMOLOGY; STRAIN;

BEAM - COLUMN CONNECTION; CONNECTION STRENGTH; EFFECT OF ECCENTRICITIES; EXTERIOR CONNECTIONS; INTERIOR JOINTS; PRINCIPAL STRAIN; SHEAR DISTORTION; STRENGTH AND STIFFNESS;

SEISMIC DESIGN;

EID: 84860754766     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (16)

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12. Parra-Montesinos, G., and Wight, J. K., "Seismic Behavior, Strength and Retrofit of RC Column-to-Steel Beam Connections," Report No. UMCEE 00-09, Dept. of Civil and Environmental Engineering, University of Michigan, Ann Arbor, M1, April 2000.
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16. ACI-ASCE Committee 352, "Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures," Report ACI 352R-91, American Concrete Institute, Farmington Hills, M1, 1991.