Bolted large seismic steel beam-to-column connections part 2: Numerical nonlinear analysis

Engineering Structures

Volumn 24, Issue 12, 2002, Pages 1535-1545

  Takhirov, S M ^a   Popov, E P ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Bolted moment resisting connection; Buckling analysis; High strength bolt; Nonlinear numerical study; Prying action; Shell finite element; Solid finite element; Steel; T stub; Yielding

Indexed keywords

BOLTS; BUCKLING; COLUMNS (STRUCTURAL); ENERGY DISSIPATION; FINITE ELEMENT METHOD; FLANGES; PLASTIC DEFORMATION; PRESTRESSING; SHEAR STRENGTH; STEEL BEAMS AND GIRDERS; TENSILE TESTING; WELDING;

BEAM FLANGES;

CONNECTORS (STRUCTURAL);

BOLT; CONNECTOR; MATHEMATICAL ANALYSIS; NONLINEARITY; SEISMIC RESPONSE;

EID: 0036883587     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00087-1     Document Type: Article

References (13)

1. Bolted steel connections: Tests on T-stub components
2. Stiffness modeling of bolted T-stub connection components
3. High-strength bolted moment connections
4. Analysis of bolted connections subject to prying
5. Large seismic steel beam-to-column connections
6. Improved iterative strategy for nonlinear structures
7. Plastic design in steel: A guide and commentary