Improvement of the earthquake resistance of R/C beam-column joints under the influence of P-Δ effect and axial force variations using inclined bars

Structural Engineering and Mechanics

Volumn 18, Issue 4, 2004, Pages 389-410

  Tsonos, Alexander G ^a  

^a ARISTOTLE UNIVERSITY OF THESSALONIKI   (Greece)

Author keywords

Beam column frame; Beams (supports); Columns (supports); Connections; Cyclic loads; Earthquake resistant structures; Hinges (structural); Joints (junctions); Reinforced concrete; Reinforcing steel; Shear strength; Structural analysis

Indexed keywords

BARS (METAL); BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); CYCLIC LOADS; HINGES; JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; SHEAR STRENGTH; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

AXIAL COMPRESSION; BEAM-COLUMN FRAME; EARTHQUAKE RESISTANT STRUCTURES; REINFORCING STEEL;

EARTHQUAKE RESISTANCE;

EID: 4944221750     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2004.18.4.389     Document Type: Article

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