Mohammad Vaghefi

An experimental comparison of 3D velocity components around single and twin piers installed in a sharp bend under the infuence of upstream implemented vanes

APPLIED WATER SCIENCE 4 (2024) 1-24

Bed topography in a 180º converging or diverging bend using SSIIM numerical model

Iranian Journal of Science and Technology -Transaction of Civil Engineering 48 (2024) 1-11

Experimental Analysis of Submerged Vanes' Configuration for Mitigating Local Scour at Piers in a Sharp Bend: Influence of Quantity, Length, and Orientation

OCEAN ENGINEERING 289 (2023) 1-13

Experimental Exploration of Flow Hydraulics and Discharge Coefficient for an Inclined Circular Labyrinth Weir

WATER RESOURCES MANAGEMENT 2 (2023) 1-16

Numerical Study of Scouring pattern around Bridge pier in 180-degree bend Divergent and Convergent Using SSIIM software

Journal of Hydraulic Structures 9 (2023) 1-13

Investigation of the Effects of the Arrangement of Triplex Inclined‑Vertical Group Piers in a Sharp Bend on the Characteristics of Scour Holes

Iranian Journal of Science and Technology-Transactions of Civil Engineering 10 (2023) 1-9

Artificial Roughness Dimensions and their Influence on Bed Topography Variations Downstream of a Culvert: An Experimental Study

WATER RESOURCES MANAGEMENT 23 (2023) 1-15

Application of coupled RBFDQ-FEM as a meshless method for time-domain analysis of dam-reservoir systems subjected to earthquake excitation

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 153 (2023) 160-171

Effects of increasing the width of collar on reduction of scouring surrounding the rectangular piers in a 180 degree bend

APPLIED WATER SCIENCE 13 (2023) 1-17

A numerical study of the effect of a lateral intake’s position and angle on scouring around a pier in a bend

International Journal of River Basin Management 1 (2023) 1-16

Temporalevolutionofscouringdownstreamofa trapezoidalpianokeyweir

International Journal of River Basin Management 10 (2022) 1-15

Evaluating the effect of 3D sandwich infill panels on the progressive collapse potential of steel structures with extensive initial damage

International Journal of Steel Structures 22 (2022) 1200-1214

Experimental investigation of flow pattern at 180° bend with rigid bed in effect of twin convergent bridge piers

Journal of Engineering and Applied Science 58 (2022) 58-69

Thin Plates Spline Based Differential Quadrature for numerical solution of groundwater flow

ENGINEERING COMPUTATIONS 39 (2022) 2194-2208

Proposing a new local density estimation outlier detection algorithm: an empirical case study on flow pattern experiments

PATTERN ANALYSIS AND APPLICATIONS 24 (2021) 1852-1879

Numerical study of two dimensional Burger’s equation: The phenomenon of the fall of sediment particles using incremental differential quadrature method

Iranian Journal of Science and Technology-Transactions of Civil Engineering 21 (2021) 1-17

Multi-Block DQM/RBF-DQ as a meshless model for numerical investigation of laminar flow and forced convection in a channel with two circular fins

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 125 (2021) 33-45

Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend

JOURNAL OF HYDROLOGY AND HYDROMECHANICS 69 (2021) 98-107

Experimental study of the effect of the length‑to‑width ratio and skewness angles of the pier installed at the bend on scour pattern

Journal of the Brazilian Society of Mechanical Sciences and Engineering 43 (2021) 1-17

Numerical Study of Bed Topography Variations Owing to Placement of Triad Series of Vertical Bridge Piers Installed in a 180‑degree Bend with Different Relative Radii Using SSIIM Numerical Model

Iranian Journal of Science and Technology-Transactions of Civil Engineering 20 (2021) 559

Experimental Investigation on the Effect of Increasing the Collar Thickness on the Flow Pattern around the Oblong Pier in 180 Sharp Bend with Balanced Bed

Investigation of abutment effect on scouring around inclined pier at a bend

Effect of the position of perpendicular pier groups in a sharp bend on flow and scour patterns: numerical simulation

The Effect of Inclined Pair Piers on Bed Topography: Clear Water, Incipient Motion and Live Bed

ارزیابی فاکتور تعدیل پاسخ سازه های RC ساخته شده با سیستم عرشه حباب

Experimental Study of the Effect of Displacement of Vanes Submerged at Channel Width on Distribution of Velocity and Shear Stress in a 180 Degree Bend

Evaluation of the response modification factor of RC structures constructed with Bubble Deck system

Application of Artificial Neural Networks to Predict flow Velocity in a 180 Degree Sharp Bend with and without a Spur Dike

Experimental study of bed topography variations due to placement of a triad series of vertical piers at different positions in a 180° bend

Experimental Study of the Effect of Base-level fall at the Beginning of the Bend on Reduction of Scour around a Rectangular Bridge Pier Located in the 180 Degree Sharp Bend

Study of Streamlines under the Influence of Displacement of Submerged Vanes in Channel Width, and at the Upstream Area of a Cylindrical Bridge Pier in a 180 Degree Sharp Bend

Detection of Outlier in 3D Flow Velocity Collection in an Open Channel bend Using Various Data Mining Techniques

The scour pattern around an inclined cylindrical pier in a sharp 180-degree bend: an experimental study

Evaluation of Ductility of RC Structures Constructed with Bubble Deck System

Experimental Study on Flow Pattern and Scour Hole Dimensions Around a T-Shaped Spur Dike in a Channel Bend Under Emerged and Submerged Conditions

Evaluation of ductility and response modification factor in moment-resisting steel frames with CFT columns

Experimental Study on Wave Transmission and Reflection at Impermeable Submerged Breakwaters

An Experimental Study of Mean and Turbulent Flow in a 180 Degree Sharp Open Channel Bend: Secondary Flow and Bed Shear Stress

Thermal effect on free vibration of functionally graded truncated conical shell panels

The effect of circular bridge piers with different inclination angles toward downstream on scour

Effects of distance between the T-shaped spur dikes on flow and scour patterns in 90 bend using the SSIIM model

Comparison the Capacity of Box Steel Columns, Fabricated with Groove and Fillet Welds

Flow and scour pattern around submerged and non-submerged T-shaped spur dikes in a 90 bend using the SSIIM model

Numerical investigation of flow pattern and components of three-dimensional velocity around a submerged T-shaped spur dike in a 90° bend

Cyclic Analysis of RC Shear Walls, Considering Bar -Concrete Interaction

Numerical study of the depth and cross-sectional shape of tunnel under surface explosion

Analysis of the effect of stifener on the buckling capacity and non-elastic behavior of bracing gusset plates

Effects of relative curvature on the scour pattern in a 90° bend with a T-shaped spur dike using a numerical method

Numerical investigation of the effect of Froude number on flow pattern around a submerged T-shaped spur dike in a 90° bend

Seismic Evaluation of Steel Frames Subjected to Decaying Sinusoidal Records through IDAMethod

Thermoelastic analysis of rotating laminated functionally graded cylindrical shells using layerwise differential quadrature method