Keywords: ظرفیت تغییر شکل; Dowel-type fasteners; Connections; European yield model; Monte Carlo simulation; Deformation capacity; Ductility;
مقالات ISI ظرفیت تغییر شکل (ترجمه نشده)
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Keywords: ظرفیت تغییر شکل; Continuous strength method; Deformation capacity; Plate girder; Shear buckling; Stainless steel; Strain hardening; Web slenderness;
Keywords: ظرفیت تغییر شکل; Sliding isolation bearings; Underground structures; Collapse mechanism; Deformation capacity; Seismic performance;
Keywords: ظرفیت تغییر شکل; Flat plate; Buckling; Post-buckling; Uniaxial compression; Load-axial shortening; Ultimate strength; Critical buckling strain; Deformation capacity; Stress-strain model; Strain-hardening;
Keywords: ظرفیت تغییر شکل; Engineered cementitious composites; Tension stiffening; Load resistance; Deformation capacity; Reinforcement ratio;
Keywords: ظرفیت تغییر شکل; Haunched beams; Cracking patterns; Deformation capacity; Stiffness degradation; Energy dissipation;
Keywords: ظرفیت تغییر شکل; Haunched beams; Shear strength; Deformation capacity; Cyclic testing;
Keywords: ظرفیت تغییر شکل; Squared spirals; Rectangular concrete section; Lateral expansion; Confinement effect; Deformation capacity
Keywords: ظرفیت تغییر شکل; Biaxial bending; Deformation capacity; Chord rotation; Practice-oriented formulation; Curvature; Existing building; Columns
Keywords: ظرفیت تغییر شکل; Continuous Strength Method; Cross-section slenderness; Cross-section resistance; Deformation capacity; Equivalent elastic deformation capacity; Local buckling
Keywords: ظرفیت تغییر شکل; Slab-column connections; Seismic loading; Unbalanced moment; Deformation capacity; Cyclic loading effect
Keywords: ظرفیت تغییر شکل; Precast concrete sub-assemblages; Beam–column joints; Column removal scenario; Compressive arch action; Catenary action; Deformation capacity
Keywords: ظرفیت تغییر شکل; Aggregate interlock; Deformation capacity; Finite element modeling; Limit analysis; Reinforced concrete; Reinforcement; Shear strength; Slabs; Stiffness; Stirrups
Keywords: ظرفیت تغییر شکل; Concrete-filled steel plate composite shear walls; Deformation capacity; Axial compression ratio; Ultimate curvature; Ductility
Keywords: ظرفیت تغییر شکل; Precast; Reinforced concrete; Wall; Experimental test; Seismic behaviour; Shear failure; Deformation capacity; Strength estimation; Energy dissipation
Keywords: ظرفیت تغییر شکل; Aggregate interlock; Deformation capacity; Limit analysis; Reinforced concrete; Reinforcement; Shear strength; Slabs; Stiffness;
Keywords: ظرفیت تغییر شکل; Progressive collapse; Bolted-angle connection; Deformation capacity; Large deformation; Mechanical model; Fracture; Component-based model;
Feasibility of the evaluation of the deformation capacity of the shear panel damper by FEM
Keywords: ظرفیت تغییر شکل; Stress concentration; Low yield strength steel; Deformation capacity; Numerical analysis; Shear panel damper;
An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars
Keywords: ظرفیت تغییر شکل; Reinforced concrete columns; Plain bars; Empirical; Nonlinear modelling; Deformation capacity;
On the slenderness and FRP confinement of eccentrically-loaded circular RC columns
Keywords: ظرفیت تغییر شکل; Circular RC columns; Eccentrically-loaded; Confinement; FRP strengthening; Slenderness; Tie spacing; Strength; Stiffness; Toughness; Deformation capacity;
Investigation of the behaviour of flexible and ductile ECC link slab reinforced with FRP
Keywords: ظرفیت تغییر شکل; Link slab; ECC; FRP; Jointless bridge deck; Deformation capacity; Crack width;
Contribution of RC columns and masonry wall to the shear resistance of masonry infilled RC frames containing different in size window and door openings
Keywords: ظرفیت تغییر شکل; Shear resistance; Deformation capacity; Reinforced concrete frame with masonry infill walls; Opening; Computational analysis; Structural component contribution;
Seismic performance of Q690 high strength steel welded H-section columns
Keywords: ظرفیت تغییر شکل; Load-bearing capacity; deformation capacity; web width-to-thickness ratio; flange width-to-thickness ratio; column slenderness radio; axial compression force ratio;
Experimental study on slotted RC wall with steel energy dissipation links for seismic protection of buildings
Keywords: ظرفیت تغییر شکل; RC shear wall; Seismic protection; Slotted configuration; Energy dissipation link; Deformation capacity;
Seismic evaluation of a steel braced frame using NBCC and ASCE 41
Keywords: ظرفیت تغییر شکل; Seismic evaluation; Existing steel braced frame; Columns; Buckling; Acceptance criteria; Deformation capacity;
Plastic hinge length of shape memory alloy (SMA) reinforced concrete bridge pier
Keywords: ظرفیت تغییر شکل; Shape memory alloy (SMA); Bridge pier; Plastic hinge length; Curvature; Deformation capacity; Strain;
Assessment of seismic design parameters of moment resisting RC braced frames with metallic fuses
Keywords: ظرفیت تغییر شکل; Energy dissipation; Metallic fuses; Stiffness balances; Ductility demands; Seismic response factors; Overstrength; Design drifts; Deformation capacity
Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading
Keywords: ظرفیت تغییر شکل; Concrete columns; Cyclic loading; Deformation capacity; Fiber Reinforced Polymers (FRP); Lapsplices; Seismic rehabilitation; Seismic retrofitting; Stiffness; Ultimate deformation;
MODELING OF NONLINEAR CYCLIC LOAD BEHAVIOR OF I-SHAPED COMPOSITE STEEL-CONCRETE SHEAR WALLS OF NUCLEAR POWER PLANTS
Keywords: ظرفیت تغییر شکل; Composite Steel-concrete Shear walls; Double Skin Composite walls; Reverse Cyclic Loads; Finite Element Modeling; Deformation Capacity; Hysteretic Skeleton Curve
Seismic behavior of steel tube–double steel plate–concrete composite walls: Experimental tests
Keywords: ظرفیت تغییر شکل; Steel tube–double steel plate–concrete composite wall; Seismic behavior; CFST boundary element; Axial force ratio; Load-carrying capacity; Deformation capacity
Reconsidering the use of high-strength reinforcement in concrete columns
Keywords: ظرفیت تغییر شکل; Advanced high-strength steel; Cyclic loading; Deformation capacity; Ultrahigh strength steel
Plastic hinge analysis of FRP confined circular concrete columns
Keywords: ظرفیت تغییر شکل; Concrete; Column; Confinement; FRP; Plastic hinge length; Deformation capacity
Experimental tests on seismically damaged composite steel concrete walls retrofitted with CFRP composites
Keywords: ظرفیت تغییر شکل; Composite steel–concrete walls; Experimental tests; Seismic engineering; Flexural stiffness; Deformation capacity; CFRP
Development of high deformation capacity low yield strength steel shear panel damper
Keywords: ظرفیت تغییر شکل; Low yield strength steel; Shear panel damper; Deformation capacity; Stress concentration improvement
Nonlinear behavior of composite shear walls with vertical steel encased profiles
Keywords: ظرفیت تغییر شکل; Composite steel–concrete walls; Seismic engineering; Static cyclic tests; Flexural stiffness; Deformation capacity
Seismic behavior of a buried gas pipeline under earthquake excitations
Keywords: ظرفیت تغییر شکل; Buried pipeline; Earthquake analysis; Deformation capacity; Soil type; Pipeline bend
Experimental behaviour of high-strength steel web shear panels
Keywords: ظرفیت تغییر شکل; Deformation capacity; Ductility; High strength steel; Joints; Resistance; Stiffness; Web shear panels
Cyclic behavior of combined and confined masonry walls
Keywords: ظرفیت تغییر شکل; Masonry structures; Masonry walls; Confined masonry; Combined masonry; Shear strength; Deformation capacity; Cyclic testing; Damage index
Resistance of stainless steel CHS columns based on cross-section deformation capacity
Keywords: ظرفیت تغییر شکل; Circular hollow section (CHS); Columns; Compression resistance; Cross-section slenderness; Deformation capacity; Flexural buckling; Stainless steel; Stub column
Discrete and continuous treatment of local buckling in stainless steel elements
Keywords: ظرفیت تغییر شکل; Cross-section classification; Deformation capacity; Eurocodes; Local buckling; Moment–rotation; Non-linear material; Rotation capacity; Slenderness limits; Stainless steel
Seismic performance of steel structures with slit dampers
Keywords: ظرفیت تغییر شکل; Beam-to-column connection; Slit damper; Repair; Elastic stiffness; Deformation capacity
Behavior of reinforced concrete haunched beams subjected to static shear loading
Keywords: ظرفیت تغییر شکل; Haunched beams; Tapered elements; Nonprismatic elements; Shear strength; Deformation capacity
Modeling ultimate deformation capacity of RC columns using artificial neural networks
Keywords: ظرفیت تغییر شکل; Artificial neural network; Concrete columns; Deformation capacity; Models
A way for preventing tension delamination of concrete cover in midspan of FRP strengthened beams
Keywords: ظرفیت تغییر شکل; Hybrid fibre strengthening; Carbon fibre sheet; Glass fibre sheet; Peeling; Deformation capacity
Effect of the moment transfer efficiency of a beam web on deformation capacity at box column-to-H beam connections
Keywords: ظرفیت تغییر شکل; Box column; Moment transfer efficiency; Strain concentration; Deformation capacity
Confinement-sensitive plasticity constitutive model for concrete in triaxial compression
Keywords: ظرفیت تغییر شکل; Concrete; Confinement; Plasticity; Constitutive modelling; Triaxial compression; Deformation capacity; 3D finite elements
Structural design for non-linear metallic materials
Keywords: ظرفیت تغییر شکل; Aluminium structures; Cross-section classification; Deformation capacity; Eurocodes; High strength steel; Local buckling; Non-linear material; Ramberg–Osgood; Stainless steel structures
Compression strength of stainless steel cross-sections
Keywords: ظرفیت تغییر شکل; Cross-section slenderness; Cross-section strength; Deformation capacity; Enhanced corner strength; Open sections; Stainless steel
Structural design of high-strength austenitic stainless steel
Keywords: ظرفیت تغییر شکل; Austenitic; Coldworked; Deformation capacity; Eurocode 3; High strength; Laboratory testing; Numerical modelling; Stainless steel; Structures
Analytical formulation of the elastic–plastic behaviour of bi-symmetrical steel shapes
Keywords: ظرفیت تغییر شکل; Analytical model; Elastic–plastic behaviour; Cross-section; Global deformation interaction; Internal forces interaction; Strain-hardening; Resistance capacity; Deformation capacity; Stiffness