Keywords: منطقه پانل; RBS connections; Cyclic behavior; Ductility; Panel zone; PEEQ
مقالات ISI ترجمه شده منطقه پانل
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Keywords: منطقه پانل; Through-diaphragm connection; Steel tubular column; Shear resistance; Panel zone; Tension field model; Post-buckling resistance;
Keywords: منطقه پانل; Panel zone; Bidirectional loading; Unidirectional loading; Plastic strength; Finite element analysis;
Keywords: منطقه پانل; Equivalent modal damping; Modal strength reduction factor; Equivalent linear system; Transfer function; Steel MRF; Inter-storey drift ratio; Strength deterioration; Panel zone;
Keywords: منطقه پانل; Ductile fracture; Shear buckling; Panel zone; Thin-walled; Cyclic loading; Beam-to-column connection; Steel structure;
Keywords: منطقه پانل; Inclined continuity plate; Plate buckling; Panel zone; Design methodology; Beam-to-column connection; Yielding mechanism;
Keywords: منطقه پانل; Steel structures; Panel zone; Shear stability; Beam-to-column connection; Experimental investigation; Seismic design
Keywords: منطقه پانل; Panel zone; Moment connection; Moment resisting frame; Ductility; Finite elements
Keywords: منطقه پانل; Drilled flange connection; Reduced beam section connection; Unreinforced flange connection; Panel zone; Shear strength
Study on constitutive model of shear performance in panel zone of connections composed of CFSSTCs and steel-concrete composite beams with external diaphragms
Keywords: منطقه پانل; Constitutive model of shear performance; Concrete-filled square steel tubular columns (CFSSTCs); External diaphragm; Panel zone; Seismic action;
Shear capacity of 3D composite CFT joints subjected to symmetric loading condition
Keywords: منطقه پانل; Composite joint; 3D joint; Panel zone; Shear capacity; CFT column
Comparative study of design procedures for CFST-to-steel girder panel zone shear strength
Keywords: منطقه پانل; Concrete-filled steel tube; Steel girder; Panel zone; Composite connection
In-plane behaviour of beam-to-column connections of corrugated web I-sections
Keywords: منطقه پانل; Corrugated web I-sections; Beam-to-column connection; Panel zone
Panel zone modelling of Flanged Cruciform Columns: An analytical and numerical approach
Keywords: منطقه پانل; Panel zone; Continuity plates; Flanged Cruciform Column; Finite element analysis; Analytical approach; Inclined plates; Accordion Path; Corrugated panel zone
Numerical study of Slotted-Web–Reduced-Flange moment connection
Keywords: منطقه پانل; Moment connections; Reduced Beam Section; Slotted Beam Web; Panel zone; Continuity plates; Slotted-Web–Reduced-Flange; Non-linear analysis
Shear strength of panel zone in beam-to-column connections
Keywords: منطقه پانل; Panel zone; Beam-to-column connection; Shear strength; FEM analysis
Modeling the panel zone in steel MR frames composed of built-up columns
Keywords: منطقه پانل; Steel moment-resisting frame (SMRF); Panel zone; Seismic behavior; Built-up sections; Double section profiles; Vertical continuity plate
Moment-connection between I-beam and built-up square column by a diagonal through plate
Keywords: منطقه پانل; Box-column; Horizontal continuity plate; Diagonal through plate; Cyclic test; Finite element analysis; Panel zone
Shear instability of panel zone in beam-to-column connections
Keywords: منطقه پانل; Panel zone; Beam to column connection; Shear buckling; FEM analysis
Seismic performance evaluation of steel moment resisting frames through incremental dynamic analysis
Keywords: منطقه پانل; IDA; Moment resisting frame; Panel zone; Centerline model; Performance based evaluation; Confidence level
Elastic behaviour of panel zone in steel moment resisting frames at elevated temperatures
Keywords: منطقه پانل; Connections; Elastic; Elevated temperatures; Joints; Panel zone; Steel frame
Post-Northridge connection with modified beam end configuration to enhance strength and ductility
Keywords: منطقه پانل; Ductility; Strength; Panel zone; Post-Northridge connection
A practical approach for fire resistance design of extended end-plate joints
Keywords: منطقه پانل; Extended end-plate joint; Practical approach; Fire resistance; Column flange; Panel zone
Cyclic behaviour of post-Northridge WUF-B connections
Keywords: منطقه پانل; Moment frame; Connection; Experiment; Slip; Panel zone; Cyclic behaviour; Analytical model
Seismic behavior of steel beams and CFT column moment-resisting connections with floor slabs
Keywords: منطقه پانل; Concrete filled steel tube; Composite structures; Beam–column connections; Panel zone; Shear distortions; Testing
Seismic rehabilitation of pre-Northridge steel moment connections: A case study
Keywords: منطقه پانل; Pre-Northridge moment connection; Brittle fracture; Panel zone; Seismic rehabilitation; Haunch; Rib plate
Modelling of the panel zone in steel and composite moment frames
Keywords: منطقه پانل; Panel zone; Shear panel; Composite joints; Composite frames; Ductility;
Instability of beams with reduced beam section moment connections emphasizing the effect of column panel zone ductility
Keywords: منطقه پانل; Steel structures; RBS moment connection; Panel zone; Instability; Cyclic loading; Ductility;
Seismic performance of steel frames with reduced beam section connections
Keywords: منطقه پانل; Panel zone; Inelastic; Seismic; Steel; Moment; Frames; Northridge; Analysis; Reduced beam section; Overstrength; FEMA-350;
Seismic behavior of steel beam and reinforced concrete column connections
Keywords: منطقه پانل; Composite structures; Beam-column connections; Panel zone;
Seismic behavior of bolted beam-to-column connections for concrete filled steel tube
Keywords: منطقه پانل; Seismic behavior; Bolted beam-to-column connection; Concrete filled tube (CFT); Experimental study; Mechanical model; Panel zone;