Keywords: بخش های توخالی; Capacity factors; Composite beams; Concrete filled steel tubes; Hollow sections; I-sections; Yield strength;
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Keywords: بخش های توخالی; Cold-formed steel structures; Hollow sections; Post-fire behaviour; Mechanical properties; Fire damaged structures;
Keywords: بخش های توخالی; High strength steel; Hot-finished; Hollow sections; Continuous beams; Eurocode; Plastic design;
Keywords: بخش های توخالی; Cold-formed steel; Design rules; Direct strength method; Ferritic stainless steel; Hollow sections; Web crippling;
Keywords: بخش های توخالی; Stainless steel; Hollow sections; Local buckling; Global buckling; Axial cyclic loading; Bracing member; Ductility;
Keywords: بخش های توخالی; Imperfections; Hollow sections; Cyclic loading; Buckling; Steel; Finite element models;
Keywords: بخش های توخالی; Moment curvature thrust; Curves; Cross-section; Metal; Beam; Column; Plated; Hollow sections;
Keywords: بخش های توخالی; High strength steels; Prestress; SHS; Hollow sections; Tension; Compression; Cable-in-tube system; Grout;
Keywords: بخش های توخالی; Hollow sections; Welded connections; Moment frames; Moment-rotation relation; Ductile behaviour
Keywords: بخش های توخالی; Cold-formed; Stainless steel; Hollow sections; Bending capacity; Tests; Direct strength method;
Keywords: بخش های توخالی; Built-up; Cold-formed; High strength steel; High strength stainless steel; Hollow sections; Yield slenderness limits
Keywords: بخش های توخالی; Hollow sections; Slabs; Shear strength; Prestressed concrete; Precast concrete; Finite element models; Fracture mechanics;
Keywords: بخش های توخالی; Beam; Finite element modelling; Flexural members; Four-point bending tests; Hollow sections; Lean duplex stainless steel;
Cold-formed stainless steel RHSs/SHSs under combined compression and cyclic bending
Keywords: بخش های توخالی; Stainless steel; Hollow sections; Local buckling; Cyclic loading; Hysteretic response; Ductility;
Design of cold-formed CHS braces for steel roof structures
Keywords: بخش های توخالی; Cold-formed; Hollow sections; Steel, design codes; Braces; Roof; Structures;
The capacity of grade C450 cold-formed rectangular hollow section T and X connections: An experimental investigation
Keywords: بخش های توخالی; Hollow sections; Connections; Cold-formed; Experiments;
Experimental study on ferritic stainless steel RHS and SHS beam-columns
Keywords: بخش های توخالی; Beam-columns; Cold-formed; Experimental program; Ferritic stainless steel; Flexural buckling; Hollow sections; Interaction expressions
A design methodology for side wall failure of RHS truss X-joints accounting for compressive chord pre-load
Keywords: بخش های توخالی; Hollow sections; Connections; Joints; Side wall buckling; Chord pre-load; RHS; SHS; Design;
FRP strengthening of lean duplex stainless steel hollow sections subjected to web crippling
Keywords: بخش های توخالی; Adhesives–FRPs; Experimental investigation; Hollow sections; Lean duplex stainless steel; Strengthening; Web crippling
Design of metal hollow section tubular columns subjected to transverse blast loads
Keywords: بخش های توخالی; Hollow sections; Tubular columns; Blast load; FEM; Design
Stiffness of the component ‘lateral faces of RHS’ at high temperature
Keywords: بخش های توخالی; Component method; High temperature; Fire; Hollow sections; FEM; Experimental analysis
Performance and calculations of concrete filled steel tubes (CFST) under axial tension
Keywords: بخش های توخالی; Concrete filled steel tubes (CFST); Tension; Concrete; Hollow sections; Composite action; Failure mode; Design; Tensile strength
Tests on curved concrete filled steel tubular members subjected to axial compression
Keywords: بخش های توخالی; Concrete filled steel tubes (CFST); Curved member; Hollow sections; Composite action; Failure mode; Design; Load-carrying capacity
Theoretical behavior of HSC sections under torsion
Keywords: بخش های توخالی; High strength concrete; Hollow sections; Torsion; Theoretical behavior
Resistance of the component ‘lateral faces of RHS’ at high temperature
Keywords: بخش های توخالی; Component method; High temperature; Fire; Hollow sections; RHS; Experimental analysis; Analytical equations; FEM
Comparative behaviour of hollow columns confined with FRP composites
Keywords: بخش های توخالی; Concrete columns; Confinement; Fibre reinforced polymers; High strength concrete; Hollow sections
Comparative experimental study of hot-rolled and cold-formed rectangular hollow sections
Keywords: بخش های توخالی; Bending; Cold-formed sections; Continuous beams; Corner geometry; Geometric imperfections; Hollow sections; Hot-rolled sections; Material properties; Residual stresses; RHS; SHS; Strain hardening; Stub column tests; Tensile coupon tests; Tubular sections
Concrete filled steel tube stub columns under combined temperature and loading
Keywords: بخش های توخالی; Concrete-filled steel tube; Composite columns; Hollow sections; FEA model; Full range fire; Residual strength
Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Analysis results and discussion
Keywords: بخش های توخالی; Confinement; Reinforced concrete; Bridge piers; Hollow sections; Finite elements; Modelling
Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Methodology
Keywords: بخش های توخالی; Confinement; Reinforced concrete; Bridge piers; Hollow sections; Finite elements; Modelling
Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading
Keywords: بخش های توخالی; Concrete-filled double skin steel tubes (CFDST); Composite columns; Concrete; Seismic design; Cyclic load; Ductility; Strength; Hollow sections; Hysteretic models
Experimental behaviour of high performance concrete-filled steel tubular columns
Keywords: بخش های توخالی; Composite columns; Hollow sections; High performance concrete; Design; Bearing capacity
Behaviour of concrete-filled steel tubular stub columns subjected to axially local compression
Keywords: بخش های توخالی; Composite columns; Local compression; Composite action; Concrete; Design; Hollow sections; Sectional capacity
Further study on the flexural behaviour of concrete-filled steel tubes
Keywords: بخش های توخالی; Hollow sections; Concrete; Self-consolidating concrete; Moment capacity; Flexural strength; Flexural stiffness; Design
Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire
Keywords: بخش های توخالی; Composite columns; Concrete; Fire; Post-fire; Repairing; Residual strength; Hollow sections; Seismic design; Cyclic load; Ductility
Concrete-filled double skin steel tubular (CFDST) beam–columns subjected to cyclic bending
Keywords: بخش های توخالی; Composite beam–columns; Concrete; Seismic design; Cyclic load; Ductility; Strength; Hollow sections; Double-skin; Mechanics model
Experimental cyclic response of cold-formed hollow steel bracing members
Keywords: بخش های توخالی; Bracing members; Hollow sections; Cold-formed steel; Cyclic loading; Buckling strength; Post-buckling capacity; Ductility; Energy dissipation;
Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire
Keywords: بخش های توخالی; Composite columns; Beams; Concrete; Post-fire; Residual strength; Hollow sections; Bending moment capacity; Flexural bending stiffness;
Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)
Keywords: بخش های توخالی; Composite columns; Composite action; Confinement factor; Concrete; Design; Hollow sections; Sectional capacity;
Cyclic performance of concrete-filled steel CHS columns under flexural loading
Keywords: بخش های توخالی; Composite columns; Concrete; Seismic design; Cyclic load; Ductility; Strength; Hollow sections; Hysteretic models; Ductility coefficient;