Keywords: دیوار برش ورق فولادی; SPSW; steel plate shear wall; BRSPSW; buckling-restrained SPSW; VBEs; vertical boundary elements; BR-LYP-SPSW; novel buckling-restrained multi-stiffened LYP SPSW; LYPISPs; LYP infill steel plates; HBEs; horizontal boundary elements; SMSGs; steel multi-sti
مقالات ISI دیوار برش ورق فولادی (ترجمه نشده)
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Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Multi-ribbed grid; Pseudo-static test; Post-reinforced performance;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Unequal length slits; Hysteretic behavior; Low cycle tests; Finite element analysis;
Keywords: دیوار برش ورق فولادی; Ring shaped steel plate shear wall; Shear buckling; Finite element analysis; Steel plate shear wall; Seismic energy dissipation;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Self-centering energy dissipation brace; Hysteretic behavior; Residual deformation; Beam demands;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Beam-connected web plate; Column behavior; Column stability; Unequal interstory drift; Low-seismic design;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Shear strength; Finite element; Tension field; Opening;
Keywords: دیوار برش ورق فولادی; Equivalent constitutive model; Steel plate shear wall; Width-to-thickness ratio; Skeleton curve; Hysteretic criteria; ABAQUS (UMAT);
Keywords: دیوار برش ورق فولادی; Shaking table test; Semi-rigid steel frame; Steel plate shear wall; Dynamic property; Seismic resistant capacity;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Beam-connected web plate; Strip model; Partial tension field; Inclination angle; Compressive strength;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Reduced beam section; Ductility;
Keywords: دیوار برش ورق فولادی; Experimental; Steel plate shear wall; Opening; Cyclic loading;
Keywords: دیوار برش ورق فولادی; Buckling-restrained; Experimental investigation; Hysteretic behaviors; Partially connected; Steel plate shear wall;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Plastic mechanism; Outrigger system; Overturning stiffness;
Keywords: دیوار برش ورق فولادی; Strength weakening oriented heat treatment; Structural steel; Material tension test; Strength reduction; Steel plate shear wall;
Keywords: دیوار برش ورق فولادی; Cross stiffener; Steel plate shear wall; Semi-rigid connection; Local buckling; Failure mode;
Keywords: دیوار برش ورق فولادی; Buckling-restrained; Finite element method; Partial connection; Panel action; Steel plate shear wall;
Keywords: دیوار برش ورق فولادی; Cyclic test; Partial connection; Steel plate shear wall; Shear resistance; Hysteretic behaviour;
Keywords: دیوار برش ورق فولادی; Steel Plate Shear Wall; Self-buckling-restrained; Incline-slotted infill plates; Shear strength; Hysteretic behaviors; Energy dissipation device;
Keywords: دیوار برش ورق فولادی; Concrete stiffened steel plate shear walls; Composite steel plate shear walls; Steel plate shear wall; Unstiffened opening; Arbitrarily-located opening; Nonlinear finite element modelling;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Diagonal stiffener; Stiffness; Shear strength
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Composite steel plate shear wall; Concrete stiffened steel plate shear wall; Reinforced concrete panel;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Corrugated web-plate; Perforated web-plate; Cyclic behavior; Energy dissipation capacity; Numerical simulation;
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Corrugated; Shear; Bending rigidities; Global buckling; Local buckling
Keywords: دیوار برش ورق فولادی; Composite shear walls; Concrete stiffened steel plate shear wall; Steel plate shear wall; Light-weight concrete panel; Quasi-static cyclic test
Keywords: دیوار برش ورق فولادی; Buckling-restrained; Equivalent brace model; High-order buckling modes; Hysteresis model; Partially connected; Steel plate shear wall
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Deteriorating hysteresis model; Probabilistic seismic collapse assessment; Sensitivity assessment
Keywords: دیوار برش ورق فولادی; Panel aspect ratio; Bay width; Deformation mode; Steel plate shear wall;
Keywords: دیوار برش ورق فولادی; CSSW; Corrugated Steel Plate Shear Wall; SSW; Simple (unstiffened) Steel Plate Shear Wall; Steel plate shear wall; Opening; Corrugated trapezoidal; Ultimate shear strength; Energy absorption;
Keywords: دیوار برش ورق فولادی; Self-centering; Post-tensioned connection; Steel plate shear wall; Numerical model; Seismic performance
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Opening; Stiffeners; Ultimate shear strength; Energy dissipation
Keywords: دیوار برش ورق فولادی; P–I diagram; Steel plate shear wall; Numerical methods; Blast loading; Performance assessment
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Pre-compression; Frame columns; Reduction coefficient
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Seismic analysis; Circular perforations
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Ring shape; Hysteretic behavior; Plate buckling; Seismic design; Experimentation
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Seismic analysis; Circular perforations; Unstiffened thin plate
Seismic design and performance of SPSWs with beam-connected web plates
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Beam-connected web plate; Seismic performance; Low-seismic design; Nonlinear time-history analysis;
Seismic analysis and evaluation of SPSW structural systems by the ET method
Keywords: دیوار برش ورق فولادی; Endurance time method; Steel plate shear wall; Seismic performance evaluation; Hysteretic energy; Incremental dynamic analysis;
Experimental study on diagonally stiffened steel plate shear walls with central perforation
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Diagonal stiffener; Perforated; Opening; Behavior factor; Ductility ratio; Strengthening
Effect of column stiffness on drift concentration in steel plate shear walls
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Column stiffness; Drift concentration
Performance-based plastic design of steel plate shear walls
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Performance-based design; Inelastic deformation capacity; Ductility-based design; P-Delta effects
Experimental and theoretical studies of steel shear walls with and without stiffeners
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Stiffener; PFI theory; Stiffness; Shear strength; Energy dissipation
Experimental investigation on cyclic behavior of perforated steel plate shear walls
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Opening; Elastic stiffness; Shear strength; Ductility; Energy absorption
Stiffness and strength degradation of steel shear walls having an arbitrarily-located opening
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Opening; Stiffened panel; Unstiffened panel; Stiffness; Strength; Energy absorption
Probabilistic evaluation of effect of column stiffness on seismic performance of steel plate shear walls
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Column stiffness; Seismic performance; Probabilistic evaluation
Experimental study of steel plate shear walls with infill plates strengthened by GFRP laminates
Keywords: دیوار برش ورق فولادی; Composite; Steel plate shear wall; GFRP laminate; Fiber orientation; Seismic behavior; Stiffness; Failure modes
Estimating fundamental periods of steel plate shear walls
Keywords: دیوار برش ورق فولادی; Finite element; Fundamental period; Regression analysis; Perforation; P–ΔP–Δ effect; Steel plate shear wall
Sub-structural pseudo-dynamic performance of two full-scale two-story steel plate shear walls
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Tension field; Strip model; Pseudo-dynamic test
Lateral stiffness of steel plate shear wall systems
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Stiffness; Finite element; Strip method
Natural periods of steel plate shear wall systems
Keywords: دیوار برش ورق فولادی; Steel plate shear wall; Natural period; Finite element; Period elongation; Simplified formula