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Salehan Institute of Higher Education
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Numerical Analysis of Seepage Failure Modes of Sandy Soils within a Cylindrical Cofferdam
Abstract : 1251
PDF : 613
Forecasting the Effects of Failure Criteria in Assessing Ship Structural Damage Modes
Abstract : 897
PDF : 627
Investigation of Separation Non-Persistent Faults in Fracture Mechanism of Rock Bridge
Abstract : 1298
PDF : 679
Enhancing the Flexural Capacity of Reinforced Concrete Beam by Using Modified Shear Reinforcement
Abstract : 1027
PDF : 587
Effect of Cyclic Loadings on the Shear Strength and Reinforcement Slip of RC Beams
Abstract : 2212
PDF : 834
Flexural Behavior of RC Continuous Beams Strengthened by Cementitious Composite Materials
Abstract : 611
PDF : 307
Experimental and Numerical Investigation of Octagonal Partially Encased Composite Columns Subject to Axial and Torsion Moment Loading
Abstract : 2041
PDF : 735
Seismic Behavior of Reinforced Masonry Structure: Relation between the Behavior Factor and the Ductility
Abstract : 1086
PDF : 554
Evaluation of the Response of Buried Steel Pipelines Subjected to the Strike-slip Fault Displacement
Abstract : 1930
PDF : 703
Flexural Performance of Beams Strengthened with FRP Laminates and Alternative U-Wrap Anchors
Abstract : 988
PDF : 605
Performance Evaluation for Mechanical Behaviour of Concrete Incorporating Recycled Plastic Bottle Fibers as Locally Available Materials
Abstract : 1258
PDF : 753
Behavior of Laminated Reinforced Concrete Curved Beam with Changing Concrete Properties
Abstract : 1742
PDF : 799
Experimental and Numerical Investigations of Composite Concrete–Steel Plate Shear Walls Subjected to Axial Load
Abstract : 1113
PDF : 568
Numerical Parametric Study of Fully Encased Composite Columns Subjected to Cyclic Loading
Abstract : 1490
PDF : 769
An Equivalent Truss Model for In-Plane Nonlinear Analysis of Unreinforced Masonry Walls
Abstract : 1430
PDF : 771
Performance of Concrete Beams Reinforced with Various Ratios of Hybrid GFRP/Steel Bars
Abstract : 1909
PDF : 984
Effects of GFRP Stirrup Spacing on the Behavior of Doubly GFRP-Reinforced Concrete Beams
Abstract : 958
PDF : 544
Use of EB-CFRP to Improve Flexural Capacity of Unbonded Post-Tensioned Concrete Members Exposed to Partially Damaged Strands
Abstract : 954
PDF : 513
Shear Strengthening of Reinforced Concrete Beam Using Wire Mesh–Epoxy Composite
Abstract : 1352
PDF : 572
Three-Dimensional Nonlinear Dynamic Analysis of Base Isolated Cylindrical Steel Tank
Abstract : 998
PDF : 619
