Keywords: پرتوهای مداوم; High strength steel; Hot-finished; Hollow sections; Continuous beams; Eurocode; Plastic design;
مقالات ISI پرتوهای مداوم (ترجمه نشده)
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در صورتی که به ترجمه آماده هر یک از مقالات زیر نیاز داشته باشید، می توانید سفارش دهید تا مترجمان با تجربه این مجموعه در اسرع وقت آن را برای شما ترجمه نمایند.
Keywords: پرتوهای مداوم; Cold-formed steel; Continuous beams; Continuous strength method; Hot-rolled steel; Indeterminate structures; Numerical modelling; Parametric study; Plastic design; Reliability analysis; Rotation capacity; Tubular sections;
Keywords: پرتوهای مداوم; Continuous beams; Dynamics; Dynamic increase; Railway bridges; Design; High-speed traffic; Resonance;
Keywords: پرتوهای مداوم; Shear strength; Experiments; Digital image correlation; Loading conditions; Prestressed concrete; Post-tensioning; Moment-shear interaction; Continuous beams;
Keywords: پرتوهای مداوم; Moment redistribution; Serviceability; Unsymmetrical loading; Continuous beams; Fiber reinforced polymer (FRP);
Keywords: پرتوهای مداوم; Aluminium alloys; Continuous beams; Continuous strength method (CSM); Cross-section classification; Effective thickness formula; Reliability analysis; Simply supported beams; Slenderness limits; Stub columns;
Keywords: پرتوهای مداوم; Analytical solution; Continuous beams; Elastic foundation; Jordan form; Fundamental solution
Keywords: پرتوهای مداوم; Aluminium alloys; Base curve; Columns; Continuous beams; Continuous strength method (CSM); Reliability analyses; Simply supported beams; Strain hardening; Structural design;
Keywords: پرتوهای مداوم; Shear response; Simply supported beams; Cantilevers; Continuous beams; Load arrangement
Keywords: پرتوهای مداوم; RCS connection; Continuous beams; Experimental test; Load transfer mechanism; Seismic performance
Keywords: پرتوهای مداوم; Continuous beams; Strain-hardening; Lateral restraint forces
Keywords: پرتوهای مداوم; Continuous beams; Deflection; Effective moment of inertia; Prestressed concrete; Unbonded prestressing tendons
Ultimate stress increase in unbonded tendons in post-tensioned indeterminate I-beams cast with high strength normal and self compacting concrete
Keywords: پرتوهای مداوم; Post-tensioned; Unbonded tendons; Stress increase; High strength normal and self-compacting concrete; Continuous beams;
Experimental investigation on the shear capacity of RC beams with curtailed reinforcement
Keywords: پرتوهای مداوم; Experimental observations; Shear; Concrete structures; Continuous beams; Curtailed reinforcement;
Flexural response of aluminium alloy SHS and RHS with internal stiffeners
Keywords: پرتوهای مداوم; Aluminium alloys; Bending moment capacities; Continuous beams; Continuous strength method; Experimental investigation; Internal stiffeners; Numerical analyses; Simply supported beams; Square and rectangular hollow sections; Structural design; Testing
Response of continuous concrete beams internally prestressed with unbonded FRP and steel tendons
Keywords: پرتوهای مداوم; Fiber reinforced polymer; Unbonded tendon; Continuous beams; Structural behavior
A comparative study of continuous beams prestressed with bonded FRP and steel tendons
Keywords: پرتوهای مداوم; Prestressed concrete; Continuous beams; FRP tendons; Finite element analysis;
Nonlinear and time-dependent analysis of continuous unbonded prestressed concrete beams
Keywords: پرتوهای مداوم; Unbonded tendons; Continuous beams; Numerical method; Behaviour
Calculating ultimate tendon stress in externally prestressed continuous concrete beams using simplified formulas
Keywords: پرتوهای مداوم; External tendons; Externally prestressed concrete beam; Continuous beams; Ultimate stress of external tendons
Pseudo-plastic moment resistance of continuous beams with cold-formed sigma sections at internal supports: An experimental study
Keywords: پرتوهای مداوم; Cold-formed steel; Post-buckling; Post-failure; Pseudo-plastic design; Ultimate moment resistance; Continuous beams; Pseudo-plastic moment resistance
Pseudo-plastic moment resistance of continuous beams with cold-formed sigma sections at internal supports: A numerical study
Keywords: پرتوهای مداوم; Cold-formed steel; Buckling; Post-buckling; Post-failure; Pseudo-plastic design; Collapse; Ultimate moment resistance; Continuous beams; Numerical modelling; Pseudo-plastic moment resistance
Criteria for uniqueness and extrema of moments in continuous end spans with differential settlement
Keywords: پرتوهای مداوم; Flexural stiffness; Point load; Moments; Continuous beams; Distributed load; Design
Comparative experimental study of hot-rolled and cold-formed rectangular hollow sections
Keywords: پرتوهای مداوم; 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
Experimental and analytical investigation of reinforced high strength concrete continuous beams strengthened with fiber reinforced polymer
Keywords: پرتوهای مداوم; Continuous beams; HSC; FRP; Moment redistribution; Analytical; Nonlinear
The rigid seismic connection of continuous beams to column
Keywords: پرتوهای مداوم; Steel structures; Rigid seismic connection; Khorjini connection; Ductility; Continuous beams; Finite-element analyses