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Salehan Institute of Higher Education
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Innovative Method for Reinforcing Beams with Different Types of Concrete Using Cross-Rod Steel Bracing Under Pure Torsion
Abstract : 771
PDF : 465
Cold-formed Steel-Concrete Composite Beams with Back-to-Back Channel Sections in Bending
Abstract : 949
PDF : 592
Interaction Strength of Hanger and Horizontal Steel Reinforcement of Dapped End Beams
Abstract : 594
PDF : 355
Fire Behavior of Concrete Beams Reinforced with Various Combinations of GFRP and Steel
Abstract : 612
PDF : 165
Flexural Behavior of Repaired Reinforced Concrete Beams Due to Corrosion of Steel Reinforcement Using Grouting and FRP Sheet Strengthening
Abstract : 895
PDF : 581
Development Behavior for Post-Tensioned Self-Centering Steel Connection under Cyclic Loading
Abstract : 1644
PDF : 725
Flexural Behavior of Hybrid Fiber Reinforced SCC Beams with Longitudinal and Bubble Voids
Abstract : 502
PDF : 218
Flexural Performance of Composite Ultra-High-Performance Concrete-Encased Steel Hollow Beams
Abstract : 1254
PDF : 767
Effectiveness of Grouting and GFRP Reinforcement for Repairing Spalled Reinforced Concrete Beams
Abstract : 939
PDF : 488
Numerical Study on the Behaviour of Built-up Cold-Formed Steel Corrugated Web Beams End Connections
Abstract : 956
PDF : 651
Performance of Concrete Beams Reinforced with Various Ratios of Hybrid GFRP/Steel Bars
Abstract : 1898
PDF : 982
Flexural Behavior of Reinforced Concrete Beams with Steel-Plate Reinforced Vertical Opening
Abstract : 579
PDF : 322
Shear Performance of Deep Concrete Beams with Openings Using Waste Tyre Steel Fibres: FEM and ANN Analysis
Abstract : 927
PDF : 412
Effects of GFRP Stirrup Spacing on the Behavior of Doubly GFRP-Reinforced Concrete Beams
Abstract : 947
PDF : 538
Effect of Cyclic Loadings on the Shear Strength and Reinforcement Slip of RC Beams
Abstract : 2208
PDF : 828
Long-term Deflections of Hybrid GFRP/Steel Reinforced Concrete Beams under Sustained Loads
Abstract : 1525
PDF : 961
High Strength Concrete Beams Reinforced with Hooked Steel Fibers under Pure Torsion
Abstract : 1103
PDF : 696
