A unified design approach for plate-reinforced composite coupling beams

Journal of Constructional Steel Research

Volumn 65, Issue 3, 2009, Pages 675-686

  Su, R K L ^a   Lam, W Y ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Concrete; Coupling beams; Seismic design; Shear studs; Steel composite; Steel plates

Indexed keywords

BUILDING MATERIALS; CONCRETE CONSTRUCTION; DESIGN; EARTHQUAKES; EXPERIMENTS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SEISMOLOGY; SHEAR STRENGTH; STEEL; STRUCTURAL PANELS; STUDS (FASTENERS); STUDS (STRUCTURAL MEMBERS);

BEAM SPANS; COMPREHENSIVE DESIGNS; COUPLING BEAMS; DESIGN APPROACHES; DESIGN PROCEDURES; EXPERIMENTAL STUDIES; HIGH SHEARS; LINEAR FINITE ELEMENT ANALYSES; LOAD-CARRYING CAPACITIES; NUMERICAL SIMULATIONS; REINFORCED COMPOSITES; REINFORCED CONCRETE COUPLINGS; SEISMIC LOADINGS; SHEAR CAPACITIES; SHEAR STUDS; STEEL COMPOSITE; STEEL PLATES; WALL PIERS; WORKED EXAMPLES;

SEISMIC DESIGN;

EID: 58149110815     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.07.030     Document Type: Article

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