Publisher & Affiliated Societies
Salehan Institute of Higher Education
Indexing & Abstracting
 |
 |
Search
The Impact of Shear Reinforcement Amount and Arrangement on the Shear Capacity of Shallow RC Beams: An Experimental Study
Abstract : 605
PDF : 360
Experimental Studies and Analysis on Mobilization of the Cohesionless Sediments Through Alluvial Channel: A Review
Abstract : 1213
PDF : 762
The Effect of Shear Stress on Armor Layer Thickness Under Steady Uniform Flow
Abstract : 727
PDF : 414
RETRACTED: Shear Strength Behavior of Crude Oil Contaminated Sand-Concrete Interface
Abstract : 1856
PDF : 984
Experimental Study on Bond Stress between Ultra High Performance Concrete and Steel Reinforcement
Abstract : 1987
PDF : 829
Post-cyclic Loading Relationship Effects to the Shear Stress and Cyclic Shear Strain of Peat Soil
Abstract : 686
PDF : 497
Flexural Behaviour of Precast Lightweight Concrete Sandwich Slabs With Demountable Bolted Steel Shear Connectors
Abstract : 862
PDF : 232
Utilization of Sand Cushion for Stabilization of Peat Layer Considering Dynamic Response of Compaction
Abstract : 1061
PDF : 480
Punching Capacity of UHPC Post Tensioned Flat Slabs with and Without Shear Reinforcement: An Experimental Study
Abstract : 1074
PDF : 693
Armor Layer Uniformity and Thickness in Stationary Conditions with Steady Uniform Flow
Abstract : 1229
PDF : 644
Stress Path Behaviour and Friction Angle Transition Due to the Cyclic Loading Effects
Abstract : 790
PDF : 532
Effects of Aspect Ratio and Plate Thickness on the Behavior of Unstiffened Steel-Plate Shear Walls with Pinned and Rigid Connections
Abstract : 2014
PDF : 781
Investigation on Existing Tunnel Response to Piles Construction: A Numerical Study
Abstract : 622
PDF : 403
Shear Strength and Serviceability of GFRP-Reinforced Concrete Beams: A Study on Varying Reinforcement Ratios
Abstract : 646
PDF : 417
Design and Performance of a Single Axis Shake Table and a Laminar Soil Container
Abstract : 1782
PDF : 876
Comparison between Analytical Equation and Numerical Methods for Determining Shear Stress in a Cantilever Beam
Abstract : 1717
PDF : 744
Application of the Arrhenius Equation in Predicting the Temperature Susceptibility of Unmodified and Modified Bituminous Binder
Abstract : 899
PDF : 474
Maximum Strain Effect and Secant Modulus Variation of Hemic Peat Soil at large Deformation due to Cyclic Loading
Abstract : 714
PDF : 462
Experimental and Numerical Study on the Composite Column Behavior: Loess Soil Reinforced by Concrete-Stone Column
Abstract : 1056
PDF : 594
