Keywords: بتن با مقاومت بالا (HSC); Steel fiber-reinforced concrete (SFRC); High-strength concrete (HSC); Active confinement; Dilation behavior; Axial compression; Ultra high-strength micro steel fiber;
مقالات ISI بتن با مقاومت بالا (HSC) (ترجمه نشده)
مقالات زیر هنوز به فارسی ترجمه نشده اند.
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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: بتن با مقاومت بالا (HSC); Recycled aggregate concrete (RAC); High-strength concrete (HSC); Recycled concrete aggregate; Mechanical properties; Long-term; Shrinkage; Creep;
Keywords: بتن با مقاومت بالا (HSC); Steel tube confined concrete (STCC); Axial stress-strain relationship; High-strength concrete (HSC); Equivalent lateral confining stress;
Keywords: بتن با مقاومت بالا (HSC); Columns; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Tubes; Lateral displacement; Plastic hinge
Keywords: بتن با مقاومت بالا (HSC); High-strength concrete (HSC); Elevated temperature; Strain rate; Compressive strength; Peak strain
Keywords: بتن با مقاومت بالا (HSC); High-strength concrete (HSC); Pozzolana cement; Maximum aggregate size; Binder intensity index; Carbon dioxide intensity index
Keywords: بتن با مقاومت بالا (HSC); High-strength concrete (HSC); Elevated temperature; Shear transfer; Crack deformation; Push-off
Keywords: بتن با مقاومت بالا (HSC); High-grade rebar; High-strength concrete (HSC); Bond behavior; Elevated temperature; Beam test
Hysteretic behavior and modified design of square TSRC columns with shear studs
Keywords: بتن با مقاومت بالا (HSC); Tubed steel reinforced concrete (TSRC); High-strength concrete (HSC); Hysteretic behavior; Shear stud; Width to thickness (D/t) ratio;
Simplified design-oriented axial stress-strain model for FRP-confined normal- and high-strength concrete
Keywords: بتن با مقاومت بالا (HSC); FRP-confined concrete; High-strength concrete (HSC); Lateral confinement; Axial compression; Ultimate axial stress and strain; Stress-strain relations;
Influence of the measurement method on axial strains of FRP-confined concrete under compression
Keywords: بتن با مقاومت بالا (HSC); High-strength concrete (HSC); FRP-confined concrete; Linear variable differential transformer (LVDT); Axial strain; Full-height and mid-height;
Understanding the compressive behavior of shape memory alloy (SMA)-confined normal- and high-strength concrete
Keywords: بتن با مقاومت بالا (HSC); Shape memory alloy (SMA); Nitinol (Ni-Ti); Active confinement; High-strength concrete (HSC); Axial compression; Prestress;
Sustainable FRP-recycled aggregate concrete-steel composite columns: Behavior of circular and square columns under axial compression
Keywords: بتن با مقاومت بالا (HSC); Fiber reinforced polymer (FRP); Recycled aggregate concrete (RAC); High-strength concrete (HSC); DSTCs; Column; Stress-strain relations;
Displacement-based model to predict lateral drift capacities of concrete-filled FRP tube columns
Keywords: بتن با مقاومت بالا (HSC); Columns; Fiber reinforced polymer (FRP); Concrete; High-strength concrete (HSC); Confinement; Displacement-based design; Drift capacities; FRP tubes;
Confinement model for concrete in circular and square FRP-concrete-steel double-skin composite columns
Keywords: بتن با مقاومت بالا (HSC); Fiber-reinforced polymer (FRP); Concrete; High-strength concrete (HSC); Composite columns; Confinement; Stress-strain relations;
Influence of concrete age on stress–strain behavior of FRP-confined normal- and high-strength concrete
Keywords: بتن با مقاومت بالا (HSC); Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Compression; Age; Stress–strain relations
A novel FRP–dual-grade concrete–steel composite column system
Keywords: بتن با مقاومت بالا (HSC); Concrete; High-strength concrete (HSC); Dual-grade concrete; Fiber reinforced polymer (FRP); Columns; Confinement; FRP tubes; Steel tubes; DSTCs
Influence of shrinkage on compressive behavior of concrete-filled FRP tubes: An experimental study on interface gap effect
Keywords: بتن با مقاومت بالا (HSC); Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Columns; Confinement; Shrinkage; Interface gap;
Flexural behavior of FRP-HSC-steel double skin tubular beams under reversed-cyclic loading
Keywords: بتن با مقاومت بالا (HSC); FRP-concrete-steel composite members; Cantilever beams; Fiber reinforced polymer (FRP); High-strength concrete (HSC); Confinement; Lateral displacement;
Behavior of steel fiber-reinforced high-strength concrete-filled FRP tube columns under axial compression
Keywords: بتن با مقاومت بالا (HSC); High-strength concrete (HSC); Fiber-reinforced polymer (FRP); Steel fiber-reinforced high-strength concrete (SFRHSC); Slurry infiltrated fiber concrete (SIFCON); Confinement; Compressive strength; Stress–strain relationship
Square FRP–HSC–steel composite columns: Behavior under axial compression
Keywords: بتن با مقاومت بالا (HSC); Fiber reinforced polymer (FRP); Concrete; High-strength concrete (HSC); Columns; Confinement; FRP tubes; Steel tubes; Square DSTCs
Flexural behavior of FRP-HSC-steel composite beams
Keywords: بتن با مقاومت بالا (HSC); Fiber reinforced polymer (FRP); High-strength concrete (HSC); Beams; Confinement; Flexure; Displacement capacity
Influence of silica fume on stress–strain behavior of FRP-confined HSC
Keywords: بتن با مقاومت بالا (HSC); High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Compression; Silica fume; Stress–strain relations
Stress–strain model for normal- and light-weight concretes under uniaxial and triaxial compression
Keywords: بتن با مقاومت بالا (HSC); Concrete; High-strength concrete (HSC); Confinement; Triaxial; Stress–strain; Water–cement ratio; Density; Slenderness; Size effect; Light-weight
Compressive behavior of aramid FRP-HSC-steel double-skin tubular columns
Keywords: بتن با مقاومت بالا (HSC); Fiber reinforced polymer (FRP); Concrete; High-strength concrete (HSC); Confinement; Composite columns; Stress-strain relations; FRP tubes; Steel tubes; DSTCs;
Influence of fiber orientation and specimen end condition on axial compressive behavior of FRP-confined concrete
Keywords: بتن با مقاومت بالا (HSC); Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Columns; Stress-strain relations; Fiber orientation; End condition;
High-strength rice husk ash concrete incorporating quarry dust as a partial substitute for sand
Keywords: بتن با مقاومت بالا (HSC); High-strength concrete (HSC); Quarry dust; Rice husk ash (RHA); Compressive strength; Mechanical properties; Initial surface absorption; Superplasticizer