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Healing Performance of Granite and Steel Slag Asphalt Mixtures Modified with Steel Wool Fibers
Experimental Study on Bond Behavior between Section Steel and RAC under Full Replacement Ratio
A new method for strake configuration design of Steel Catenary Risers
Tensile cracking constitutive model of Steel Fiber Reinforced Concrete (SFRC)
Analysis of steel strip reinforced thermoplastic pipe under internal pressure
Analysis of steel strip reinforced thermoplastic pipe under internal pressure
Attenuation of acoustic emission propagation along a steel strand embedded in concrete
Corrosion and durability of offshore steel water injection pipelines
Seismic performance of masonry strengthened with steel strips
Search for optimum geometry of selected steel sandwich panel joints
Artificial neural network based method for seismic fragility analysis of steel frames
Optimization of the shear tool deployment system for removal of steel piled jackets
Experimental Study on Corrosion of Unstressed Steel Strand based on Metal Magnetic Memory
Selected problems on application of steel sandwich panels to marine structures
Shear strength of Steel Fiber Reinforced Concrete (SFRC) slender beams
An overview of corrosion and experimental studies on corroded mild steel compression members
Seismic performance of circular hollow RC bridge columns
Performance-based assessment of steel jacket platforms by wave endurance time method
Experimental Study on Time-dependent Behavior of Concrete Filled Steel Tubes in Ambient Environment
Modeling of Buckling Restrained Braces (BRBs) using Full-Scale Experimental Data
Post-heating response of concrete-filled circular steel columns
Elastic properties of cement-stabilised mixes with steel slag
Seismic In-plane performance of retrofitted masonry walls
Plasticity constitutive modeling of partially confined concrete with steel jacketing
Model proposal for steel cushions for use in Reinforced Concrete frames
Bending Performance of Lightweight Aggregate Concrete-filled Steel Tube Composite Beam
Concept and analysis of stay cables with a CFRP and steel composite section