Keywords: اتصال پرتو به ستون; Beam-to-column connection; Assembly stage; Steel corbel; Cazaly Hanger device;
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Keywords: اتصال پرتو به ستون; Steel structures; Beam-to-column connection; Welding; Stress concentrations; Plasticization; FEA;
Keywords: اتصال پرتو به ستون; Finite element modelling; Precast concrete; Beam-to-column connection; Cyclic behavior; Softened damage-plasticity model; Bond-slip effect; Post-cast interface;
Keywords: اتصال پرتو به ستون; Ductile fracture; Shear buckling; Panel zone; Thin-walled; Cyclic loading; Beam-to-column connection; Steel structure;
Keywords: اتصال پرتو به ستون; Inclined continuity plate; Plate buckling; Panel zone; Design methodology; Beam-to-column connection; Yielding mechanism;
Keywords: اتصال پرتو به ستون; Dissipative bolted fuse device; Beam-to-column connection; Numerical model; Steel frame; Energy dissipation; Non-linear dynamic analysis;
Keywords: اتصال پرتو به ستون; Steel frame; Beam-to-column connection; Column loss; Robustness; Redundancy; Catenary action; Experimental test; Numerical model;
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Precast concrete; Reinforced concrete connection; Seismic load; Steel plate connection;
Keywords: اتصال پرتو به ستون; Visco-elastic; Hysteretic; Beam-to-column connection; Steel structures; Passive energy dissipation;
Keywords: اتصال پرتو به ستون; Steel structures; Panel zone; Shear stability; Beam-to-column connection; Experimental investigation; Seismic design
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Dimensional analysis; Slotted bolted connection; Passive energy dissipation; Seismic pulses; Nonlinear analysis
Keywords: اتصال پرتو به ستون; Corrugated-web section; Beam-to-column connection; Plate panel; Diagonally-stiffened connection
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Bolted end-plate connection; Novel cover-plate connection; Quasi-static experiment; Seismic performance
Keywords: اتصال پرتو به ستون; Seismic low-cycle fatigue; Steel moment resisting frame (SMRF); Beam-to-column connection; Global-local model; Cyclic void growth model (CVGM);
Numerical evaluation on shear behavior of irregular steel beam-to-CFST column connections
Keywords: اتصال پرتو به ستون; Concrete filled steel tube; Beam-to-column connection; Beam depth ratio; Outer annular stiffener; Shear behavior; Finite element analysis;
I-beam to square hollow column blind bolted moment connection: Experimental and numerical study
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Square hollow sections; Extended end plate; Flush end plate; Blind bolted connection;
Span length effect on alternate load path capacity of welded unreinforced flange-bolted web connections
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Component-based model; Progressive collapse; Moment frame; Failure; Span length;
Seismic performance of H-section beam to HSS column connection in prefabricated structures
Keywords: اتصال پرتو به ستون; Prefabricated steel structure; Onsite bolt connection; Seismic performance test; Energy dissipation by slipping; Beam-to-column connection; Column-to-column connection;
Experimental testing and numerical analysis of 3D steel frame system under column loss
Keywords: اتصال پرتو به ستون; Steel structure; Beam-to-column connection; Local damage; Column loss; Robustness; Redundancy; Catenary action;
Stiffness and strength of composite truss beam to R.C. column connection in MRFs
Keywords: اتصال پرتو به ستون; Hybrid steel trussed–concrete beams; Beam-to-column connection; Experimental three-point bending tests; Cyclic behavior of beam end zone; Fiber model
In-plane behaviour of beam-to-column connections of corrugated web I-sections
Keywords: اتصال پرتو به ستون; Corrugated web I-sections; Beam-to-column connection; Panel zone
Extremely low cycle fatigue prediction of steel beam-to-column connection by using a micro-mechanics based fracture model
Keywords: اتصال پرتو به ستون; Extremely low cycle fatigue (ELCF); Beam-to-column connection; Fracture; Cyclic loading; Cyclic void growth model (CVGM)
Development of steel beam-to-column connections using SFRCC slabs
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Steel fiber reinforced cementitious composite (SFRCC); Headed stud; Floor slab; Numerical model
Behavior of I-beam bolted extended end-plate moment connections
Keywords: اتصال پرتو به ستون; End-plate connection; Bolted connection; Beam splice; Beam-to-column connection; Pretensioned bolts; Moment connections;
Composite connections in slim-floor system: An experimental study
Keywords: اتصال پرتو به ستون; Slim floor; Composite connection; Beam-to-column connection; Encased beam
Shear strength of panel zone in beam-to-column connections
Keywords: اتصال پرتو به ستون; Panel zone; Beam-to-column connection; Shear strength; FEM analysis
Preventing progressive collapse through strengthening beam-to-column connection, Part 1: Theoretical analysis
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Collapse; Ductility; Catenary action
Preventing progressive collapse through strengthening beam-to-column connection, Part 2: Finite element analysis
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Collapse; Ductility; Catenary action; Finite element analysis
Mechanical and informational modeling of steel beam-to-column connections
Keywords: اتصال پرتو به ستون; Mechanical modeling; Informational modeling; Component-based modeling; Beam-to-column connection; Neural network; Hysteretic behavior
Strength of a corner zone of a frame structure with a hole to prevent from the fatigue crack
Keywords: اتصال پرتو به ستون; Steel box pier; Fatigue cracks; Hole; Buckling strength; Beam-to-column connection
Seismic performance of steel structures with slit dampers
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Slit damper; Repair; Elastic stiffness; Deformation capacity
The deformation capacity of the H-section beam considering brittle fracture
Keywords: اتصال پرتو به ستون; Beam-to-column connection; Rotation capacity; Brittle fracture; Collapse mode; Semi-complementary energy ratio; FEM
Experimental investigation of the stiffness of critical components in a moment-resisting composite connection
Keywords: اتصال پرتو به ستون; Concrete-filled steel tube; CHS; Beam-to-column connection; Moment-resisting composite connection; Blind bolt; Stiffness; Bolted end-plate; Cyclic loading; Bolt extensions;