سامانه پژوهشی دانشگاه خلیج فارس | محمد واقفي

نام و نام خانوادگی	محمد واقفی
شغل	عضو هیئت علمی دانشگاه خلیج فارس / دانشکده مهندسی / گروه مهندسی عمران
تحصیلات	دکترای تخصصی / مهندسی عمران
وبسایت	—
پست الکترونیک	vaghefi52 [at] gmail [dot] com

	عنوان	مجله
1	Temporal evolution of culvert downstream bed Morphodynamics under full and semi submergence conditions with internal blockage: a laboratory investigation	ISH Journal of Hydraulic Engineering 73 (2026) 1-23
2	Investigation of topography at U-shaped flume with inclined-vertical piers and abutments influenced by flow conditions	Journal of Ecohydraulics 10 (2026) 1-19
3	Coupled Flow and Deformation Analysis in a Multilayered Poroelastic Half-Space due to Fluid Extraction and Injection	JOURNAL OF ENGINEERING MECHANICS 152 (2026) 04026042
4	Investigation of vorticity and secondary flow strength near the protected bridge pier in a sharp bend	Scientific Reports 10 (2026) 1-26
5	The effect of artificial roughness on bed topographic downstream of a culvert in response to variations in longitudinal slope	Scientific Reports 10 (2026) 1-63
6	Impact of the Number of Imperfections and Spacing on Subsea Pipeline Buckling Behavior	Iranian Journal of Science and Technology-Transactions of Civil Engineering 10 (2025) 1-21
7	Study of Water Surface Profile Upstream and Downstream of Culverts with Artificial Roughness	Journal of Ecohydraulics 10 (2025) 1-38
8	Predicting scour depth in the presence of aprons using XGBoost-Optuna	APPLIED SOFT COMPUTING 184 (2025) 1-19
9	Geometry optimization of a two-body heaving point absorber wave energy converter based on the long-term Oman Gulf wave climate	RENEWABLE ENERGY 253 (2025) 1-20
10	Assessment of progressive collapse mechanisms in cold-formed steel-framed structures facing multi-element initial damage conditions	Structures 78 (2025) 109343
11	Temporal eﬀects of culvert submergence on downstream scour patterns	Journal of Ecohydraulics 10 (2025) 1-18
12	Experimental analysis of streamlines around single and double piers with submerged vanes in a sharp U-shaped flume	Advances in Bridge engineering 13 (2025) 1-32
13	Three-Dimensional Flow Field Analysis in a 180-Degree Bend with Six-Pier Groups Positioned at Various Locations Using SSIIM Software	Innovative Infrastructure Solutions 10(156) (2025) 1-24
14	Experimental study of the effect of changes in U/Uc on scour hole around vertical-inclined piers in various positions of a sharp 180-degree bend	MODELING EARTH SYSTEMS AND ENVIRONMENT 11 (2024) 1-13
15	Temporal Changes of Downstream Land of a Culvert: The Effect of an Installation of Energy Dissipator	Iranian Journal of Science and Technology-Transactions of Civil Engineering 24 (2024) 1-13
16	The Effect of Protective Barriers on the Dynamic Response of Underground Structures	Buildings 14 (2024) 1-16
17	Numerical study of vortex-induced vibrations in two cylinders near a free surface	OCEAN ENGINEERING 314 (2024) 119762
18	Experimental Analysis of Scouring Characteristics in Meandering Channels: The Role of U/Uc and Position of Pier Group	Iranian Journal of Science and Technology-Transactions of Civil Engineering 2 (2024) 1-24
19	Experimentalevaluationofwatersurfaceprofilesupstreamand downstreamofaculvertwithandwithoutanapron	Results in Engineering 24 (2024) 1-14
20	Construction of Meandering Channel and Its Application in Investigation of Bed Topography around Hydraulic Structures	Journal of Hydraulic Structures 11 (2024) 1-27
21	Influence of outlet keys slope on downstream bed topography in trapezoidal piano key weirs: An experimental investigation	Results in Engineering 24 (2024) 1-14
22	Scouring and bed morphology dynamics in a sharp bend with collared pier under unsteady flow	HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES 86 (2024) 1-15
23	A numerical study of the flow pattern in a 180° bend channel with different convergence and divergence ratios using SSIIM software	Innovative Infrastructure Solutions 9:360 (2024) 1-21
24	The influence of collar parameters on local scour mechanism around the circular pier at the bend	APPLIED WATER SCIENCE 194 (2024) 1-20
25	Scour variations around pier groups at a sharp bend with triad vanes	Results in Engineering 23 (2024) 1-12
26	Numerical investigation of the erosion reduction in elbows using separate and helical inner ring	Results in Engineering 23 (2024) 1-23
27	Experimental Investigation on the Compressive Behavior of Concrete Confined by Glass Fiber Geogrid Mesh	International Journal of Structural Engineering 14(3) (2024) 252-270
28	Collars for Scour Reduction Around Different Shapes of Bridge Piers in a 180 Sharp Bend	International Journal of Civil Engineering 22 (2024) 1-19
29	Experimental investigation of temporal evaluations of scouring downstream of culvert	APPLIED WATER SCIENCE 128 (2024) 1-23
30	The influence of the submergence ratio of submerged vanes on the slope of the hole around the pier groups in a sharp bend	Journal of Hydraulic Structures 10 (2024) 90-128
31	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
32	Experimental Study: Effects of Pier Position and Critical Velocity Ratio on Scour Pattern in Two Consecutive Bends Under Clear Water Condition	Iranian Journal of Science and Technology-Transactions of Civil Engineering 5 (2024) 1-13
33	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
34	Global thin plate spline dierential quadrature as a meshless numerical solution for two-dimensional viscous Burgers' equation	Scientia Iranica 30 (2023) 1942{1954
35	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
36	Numerical Study of Upstream Submerged Vanes Affecting Bed in a Sharp Bend with a Bridge Pier via SSIIM Software	Innovative Infrastructure Solutions 8 (2023) 1-18
37	Experimental Exploration of Flow Hydraulics and Discharge Coefficient for an Inclined Circular Labyrinth Weir	WATER RESOURCES MANAGEMENT 2 (2023) 1-16
38	Scour pattern around a pier in a 180° sharp bend: influence of pier shape under unsteady currents	HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES 15 (2023) 1-13
39	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
40	Radial basis function-based differential quadrature for dam break problems	ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 155 (2023) 307-322
41	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
42	Effect of repositioned submerged vanes on local scour variations around a pier in a bend: experimental investigation	International Journal of Environmental Science and Technology 20 (2023) 8627-8640
43	Artificial Roughness Dimensions and their Influence on Bed Topography Variations Downstream of a Culvert: An Experimental Study	WATER RESOURCES MANAGEMENT 23 (2023) 1-15
44	Efficient solution for transient laminar mixed convection problems using semi-explicit DQ/RBF-DQM	ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 152 (2023) 774-788
45	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
46	Experimental comparison of flow pattern around convergent-vertical and divergent-vertical pier groups located in a 180 degree sharp bend with streamwise direction	ISH Journal of Hydraulic Engineering 18 (2023) 1-14
47	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
48	A study of the effects of a lateral intake’s positions on the flow pattern around a bridge pier in a 180-degree bend using SSIIM2	ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING 1 (2023) 1-27
49	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
50	Numerical solution of the three-dimensional Burger’s equation by using the DQ-FD combined method in the determination of the 3D velocity of the flow	APPLIED WATER SCIENCE 10 (2022) 1-26
51	Temporalevolutionofscouringdownstreamofa trapezoidalpianokeyweir	International Journal of River Basin Management 10 (2022) 1-15
52	Experimental and Numerical Study of the Effect of Zigzag Crests with Various Geometries on the Performance of A‑type Piano Key Weirs	WATER RESOURCES MANAGEMENT 22 (2022) 261
53	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
54	Effect of Scour Hole on Lateral Buckling of Offshore Snaked Lay Pipeline	Journal of Hydraulic Structures 8 (2022) 82-100
55	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
56	Numerical Simulation of Flow Pattern at a Divergent Pier in a Bend with Different Relative Curvature Radii using ANSYS FLUENT	Engineering Review 42 (2022) 1-22
57	Thin Plates Spline Based Differential Quadrature for numerical solution of groundwater flow	ENGINEERING COMPUTATIONS 39 (2022) 2194-2208
58	شبیه سازی عددی الگوی جریان پیرامون پایه پل منفرد با حضور صفحات مستغرق بالادستی در قوس 180 درجه تند با بستر آبرفتی تحت تأثیر فاصله صفحات مستغرق از هم و پایه پل	مهندسی عمران مدرس 6 (1400) 88-98
59	Effect of the shape and position of the bridge pier on the bed changes in the sharp 180-degree bend	Iranian Journal of Science and Technology-Transactions of Civil Engineering 5 (2021) 1-19
60	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
61	The effect of collar width ratio on the flowpattern around an oblong pier in a bend	Water Science and Technology-Water Supply 165 (2021) 1-15
62	Numerical investigation of water hammer due to transient in parallel pumps	International Journal of Civil Engineering 21 (2021) 1-11
63	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
64	مقایسه آزمایشگاهی آبشستگی پیرامون صفحات مستغرق منفرد، دوتایی وتک پایه پل مستقر در قوس 180 درجه تند با قوس تند بدون سازه هیدرولیکی	مهندسی عمران و محیط زیست دانشگاه تبریز 50 (1400) 61-71
65	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
66	Effect of Mean Velocity-to-Critical Velocity Ratios on Bed Topography and Incipient Motion in a Meandering Channel: Experimental Investigation	Water 13 (2021) 1-22
67	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
68	Experimental and numerical comparison of flow and scour patterns around a single and triple bridge piers located at a 180-degree sharp bend	Scientia Iranica 28 (2021) 1-14
69	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
70	Investigation of ow patterns around rectangular and oblong piers with collar located in a 180-degree sharp bend	Scientia Iranica 28 (2021) 2479-2492
71	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
72	Experimental study of the effect of submergence ratio of double submerged vanes on topography alterations and temporal evaluation of the maximum scour in a 180-degree bend with a bridge pier group	International Journal of River Basin Management 2 (2020) 1-15
73	تعیین میدان جریان در پدیده سقوط ذرات رسوب در آب نزدیک به سکون با استفاده از حل معادله برگر دو بعدی با روش تفاضل محدود کاملاً ضمنی	مهندسی منابع آب (1399) 105،116
74	Investigation of abutment effect on scouring around inclined pier at a bend	JOURNAL OF APPLIED WATER ENGINEERING AND RESEARCH (2020) ،
75	Radial Basis Function Differential Quadrature for Hydrodynamic Pressure on Dams with Arbitrary Reservoir and Face Shapes Affected by Earthquake	Journal of Applied Fluid Mechanics (2020) 1759،1768
76	Numerical simulation of water hammer using implicit Crank-Nicolson Local Multiquadric Based Differential Quadrature	INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING (2020) ،
77	Effect of the position of perpendicular pier groups in a sharp bend on flow and scour patterns: numerical simulation	Journal of the Brazilian Society of Mechanical Sciences and Engineering (2020) ،
78	Effect of Duration and Pattern of Hydrographs on Scour Around Pier in Sharp Bend Under Incipient Motion and Live Bed Conditions	International Journal of Civil Engineering (2020) ،
79	The Effect of Inclined Pair Piers on Bed Topography: Clear Water, Incipient Motion and Live Bed	Iranian Journal of Science and Technology-Transactions of Civil Engineering (2020) ،
80	The effect of upstream T-shaped spur dike on reducing the amount of scouring around downstream bridge pier located at a 180° sharp bend	International Journal of River Basin Management (2020) ،
81	ارزیابی فاکتور تعدیل پاسخ سازه های RC ساخته شده با سیستم عرشه حباب	Scientia Iranica (2020) ،
82	Experimental Study on the Effect of Thickness and Level of the Collar on the Scour Pattern in 180° Sharp Bend with Bridge Pier	Iranian Journal of Science and Technology-Transactions of Civil Engineering (2020) ،
83	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	Journal of Applied Fluid Mechanics (2020) 245،260
84	توسعه ی روش دیفرانسیل کوادراچر در شبیه سازی جریان تک فاز در محیط متخلخل مخازن هیدروکربنی	مهندسی عمران شریف 35.2 (1398) 15-25
85	تاثیر کاهش 20 درصدی طول همپوشانی صفحات مستغرق بالادستی پایه پل بر توپوگرافی بستر در قوس تند 180 درجه	مهندسی عمران مدرس (1398) ،
86	شناسایی دادههای غیرنرمال آزمایشات الگوی جریان در قوس با استفاده از روشهای آماری	مهندسی آبیاری و آب (1398) 17،29
87	تاثیر شرایط جریان بر ابعاد حفره آبشستگی اطراف گروه پایه های پل 6تایی کج و عمود بر جهت جریان در کانال قوسی 180درجه	مهندسی عمران مدرس (1398) 1،16
88	ارزیابی رفتار دینامیکی ستون های پل بتنی تحت اثر انفجار سطحی	مهندسی عمران شریف (1398) 133،141
89	Evaluation of the response modification factor of RC structures constructed with Bubble Deck system	Scientia Iranica (2019) ،
90	Laboratory study of the temporal evolution of channel bed topography in presence of two rows of inclined-vertical piers in a sharp 180-degree bend	ISH Journal of Hydraulic Engineering (2019) ،
91	Application of Artificial Neural Networks to Predict flow Velocity in a 180 Degree Sharp Bend with and without a Spur Dike	SOFT COMPUTING (2019) ،
92	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	Journal of Applied Fluid Mechanics (2019) 1417،1428
93	Bed topography variations in bend by simultaneous installation of submerged vanes and single bridge pier	Arabian Journal of Geosciences (2019) ،
94	A procedure for setting up a 180-degree sharp bend flume including construction and examinations with hydraulic structures	Scientia Iranica (2019) 3165،3180
95	مقایسه آزمایشگاهی تاثیر صفحات مستغرق بر توپوگرافی قوس توام با پایه پل منفرد	مهندسی عمران مدرس (1397) ،
96	بررسی عددی تأثیر طول آب شکن مستغرق بر الگوی جریان در کانال باز مستقیم	دانش آب و خاک (1397) 69،58
97	Detection of Outlier in 3D Flow Velocity Collection in an Open Channel bend Using Various Data Mining Techniques	Iranian Journal of Science and Technology-Transactions of Civil Engineering (2018) ،
98	Evaluation of effective parameters in lateral buckling of subsea pipelines on a rigid seabed	Scientia Iranica (2018) 1891،1906
99	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	Journal of Hydraulic Structures (2018) 55،74
100	A comparison among data mining algorithms for outlier detection using flow pattern experiments	Scientia Iranica (2018) 605،590
101	Experimental study of bed topography variations due to placement of a triad series of vertical piers at different positions in a 180° bend	Arabian Journal of Geosciences (2018) 1،13
102	Numerical investigation of flow pattern around a T-shaped spur dike in the vicinity of attractive and repelling protective structures	Journal of the Brazilian Society of Mechanical Sciences and Engineering (2018) 1،15
103	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	Journal of Hydraulic Structures (2018) 46،32
104	Flow pattern around attractive, vertical, and repelling T-shaped spur dike in a mild bend using CFD modeling	International Journal of Civil Engineering (2018) ،
105	تاثیر موقعیت آبشکن بر الگوی جریان پیرامون آبشکن T شکل مستقر در قوس با استفاده از نرم افزار FLOW-3D	آبیاری و زهکشی ایران (1396) ،
106	مطالعه آزمایشگاهی تاثیر مواد آببند کننده رایج بر مقاومت بتن و بتن الیافی فولادی، پلی پروپیلن و شیشه ای	مهندسی عمران مدرس (1396) 205214
107	بررسی تأثیر عملکرد صفحات مستغرق پاد ساعتگرد بر کاهش آبشستگی پایه پل منفرد مستقر در قوس تند	مهندسی آبیاری و آب (1396) 19،28
108	مطالعه ی آزمایشگاهی الگوی آب شستگی ناشی از استقرار پایه های دوتایی هم گرا و واگرا و هم راستا با جریان در موقعیت های مختلف قوس 180درجه	مهندسی عمران شریف (1396) 61،70
109	مطالعه عددی الگوی جریان و آبشستگی ناشی از آبشکن های سری سرسپری	علوم و مهندسی آبخیزداری ایران (1396) 35،45
110	Effect of T-shaped Spur Dike on Flow Separation in a 90^ Bend Using SSIIM Model	JOURNAL OF THE NATIONAL SCIENCE FOUNDATION OF SRI LANKA (2017) ،
111	Evaluation of ductility and response modification factor in moment-resisting steel frames with CFT columns	Earthquakes and Structures (2017) 643،652
112	Experimental investigation on streamlines in a 180 sharp bend	ACTA SCIENTIARUM-TECHNOLOGY (2017) 432،425
113	Experimental Study on Flow Pattern and Scour Hole Dimensions Around a T-Shaped Spur Dike in a Channel Bend Under Emerged and Submerged Conditions	International Journal of Civil Engineering (2017) 1،16
114	The scour pattern around an inclined cylindrical pier in a sharp 180-degree bend: an experimental study	International Journal of River Basin Management (2017) ،
115	Numerical Comparison of the Parameters Influencing the Turbulent Flow using a T-shaped Spur Dike in a 90° Bend	Journal of Applied Fluid Mechanics (2017) 231،241
116	Evaluation of Ductility of RC Structures Constructed with Bubble Deck System	International Journal of Civil Engineering (2017) 1،16
117	Experimental Investigation on 3D Flow around a Single T-Shaped Spur Dike in a Bend	Periodica Polytechnica-Civil Engineering (2017) 1،9
118	Experimental Study on Wave Transmission and Reflection at Impermeable Submerged Breakwaters	International Journal of Coastal and Offshore Engineering (2017) 19،27
119	Scour Formation Due to Laterally Inclined Circular Pier	ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING 41 (2016) 1311-1318
120	تأثیر قدرت جریان ثانویه بر تنش برشی بستر پیرامون آبشکن سرسپری مستقر در موقعیتهای مختلف قوس درجه با بسترصلب	علوم آب و خاک (1395) 45،57
121	بررسی آزمایشگاهی الگوی آبشستگی پیرامون گروه پایه سه تایی واگرا -عمودی و همگرا-عمودی مستقر در قوس 180 درجه تند	هیدرولیک (1395) 73،79
122	مطالعه عددی الگوی جریان در کانال قوسی تحت تأثیر تغییرات پارامتر U/Uc با استفاده از نرم افزار Flow3d	علوم و مهندسی آبیاری (1395) 67،81
123	الگوی جریان و آبشستگی سری سهتایی آبشکنهای سرسپری در قوس تند	مهندسی عمران مدرس (1395) 1،12
124	مدلسازی آزمایشگاهی و عددی پیشروی و شکست موج بر روی موج شکن مستغرق نفوذناپذیر	هیدرولیک (1395) ،
125	مطالعه آزمایشگاهی تغییرات زمانی بستر در قوس 081 درجه تند با زوج پایه همگرا	مهندسی عمران مدرس (1395) 231،242
126	بررسی عددی اثر دبی بر الگوی جریان حول آبشکن ساده مستغرق در کانال رو باز	مهندسی منابع آب (1395) 67،80
127	الگوی جریان و آبشستگی سری سه تایی آبشکن های سرسپری در قوس تند	مهندسی عمران مدرس (1395) 1،16
128	Effects of distance between the T-shaped spur dikes on flow and scour patterns in 90 bend using the SSIIM model	Ain Shams Engineering Journal (2016) 31،45
129	Effect of Sediment Density on the Bed Topography in a Channel Bend Using Numerical Modeling	Journal of Engineering Research (2016) 22،23
130	Comparison the Capacity of Box Steel Columns, Fabricated with Groove and Fillet Welds	International Journal of Steel Structures (2016) 373،382
131	Effect of the Soil Type on the Dynamic Response of a Tunnel under Surface Detonation	COMBUSTION EXPLOSION AND SHOCK WAVES (2016) 363،370
132	An Experimental Study of Mean and Turbulent Flow in a 180 Degree Sharp Open Channel Bend: Secondary Flow and Bed Shear Stress	KSCE Journal of Civil Engineering (2016) 1582،1593
133	Numerical investigation seismic performance of rigid skewed beam-to-column connection with reduced beam section	STRUCTURAL ENGINEERING AND MECHANICS (2016) 507،528
134	Thermal effect on free vibration of functionally graded truncated conical shell panels	THIN-WALLED STRUCTURES (2016) 45،61
135	Numerical analysis of an inclined cross-ply laminated composite beam subjected to moving mass with consideration the Coriolis and centrifugal forces	EUROPEAN JOURNAL OF MECHANICS A-SOLIDS (2016) 67،75
136	The effect of circular bridge piers with different inclination angles toward downstream on scour	SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES (2016) 75،86
137	The effect of submergence ratio on flow pattern around short T-head spur dike in a mild bend with rigid bed using numerical model	JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS (2016) 1،9
138	A New Approach for Numerical Analysis of the RC Shear Walls Based on Timoshenko Beam Theory Combined with Bar-Concrete Interaction	journal of rehabilitation in civil engineering (2016) 79،92
139	Evaluation the effects of stirrup spacing and buckling of steel reinforcing bars on the capacity of RC columns	Scientia Iranica (2016) ،
140	Flow and scour pattern around submerged and non-submerged T-shaped spur dikes in a 90 bend using the SSIIM model	International Journal of River Basin Management (2016) ،
141	Numerical investigation of flow pattern and components of three-dimensional velocity around a submerged T-shaped spur dike in a 90° bend	Journal of Central South University (2016) 2984،2998
142	Cyclic Analysis of RC Shear Walls, Considering Bar -Concrete Interaction	Journal of Seismology and Earthquake Engineering (2016) 81،89
143	The Effect of Support Structure on Flow Patterns Around T-Shape Spur Dike in 90° Bend Channel	ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING 40 (2015) 1299-1307
144	بررسی عددی اثر موقعیت آبشکن های T شکل بر قدرت جریان ثانویه با استفاده از نرم افزار سیم	علوم و مهندسی آبیاری (1394) 166175
145	اثر تنگ شدگی مقطع ناشی از آبشکن در قوس بر الگوی جریان با نرم افزارFLOW-3D	آبیاری و زهکشی ایران (1394) 983993
146	SSIIM الگوی جریان در کانال قوسی با آبشکن سرسپری جاذب و دافع مستغرق با مدل	آبیاری و زهکشی ایران (1394) 773783
147	تأثیر الیاف پلی پروپیلن، فولادی و شیشهای بر مقاومت فشاری و خمشی نمونههای بتنی با استفاده از مصالح سنگی استان بوشهر	تحقیقات بتن (1394) 129،142
148	مدل سازی اجزا محدود کمانش عمودی خطوط لوله دریایی مدفون	اقیانوس شناسی (1394) 1،9
149	مطالعه آزمایشگاهی الگوی جریان و آبشستگی اطراف آبشکن سرسپری مستغرق جاذب و دافع	مهندسی عمران مدرس (1394) 137،148
150	تحلیل غیرخطی لرزه ای دیوار برشی بتن مسلح با در نظر گرفتن اثر اندرکنش بتن و میلگرد	پژوهشنامه زلزله شناسی و مهندسی زلزله (1394) 69،80
151	تعیین میزان آبشستگی و مولفه های سه بعدی سرعت پیرامون آبشکن سرسپری در کانال قوسی با روش عددی و دادههای آزمایشگاهی	مهندسی آبیاری و آب (1394) 109،124
152	حل عددی معادله ی برگر تعمیم یافته با کاربرد تفاضل محدود و مقایسه ی آن با روش Lattice Boltzmann	مهندسی منابع آب (1394) 15،24
153	Numerical study of the depth and cross-sectional shape of tunnel under surface explosion	TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY (2015) 114،122
154	Effects of relative curvature on the scour pattern in a 90° bend with a T-shaped spur dike using a numerical method	International Journal of River Basin Management (2015) ،
155	Numerical investigation of flow pattern and components of three-dimensional velocity around a submerged T-shaped spur dike in a 90 degree bend	Journal of Central South University (2015) 0،0
156	Analysis of the effect of stifener on the buckling capacity and non-elastic behavior of bracing gusset plates	Scientia Iranica (2015) 1449،1456
157	Investigation of bond slip efect on the P-M interaction surface of RC columns under biaxial bending	Scientia Iranica (2015) 388،399
158	تاثیر عدد فرود جریان بر الگوی جریان و آبشستگی اطراف آبشکنهای سری در مسیر مستقیم در حالت مستغرق و غیرمستغرق	مهندسی عمران مدرس (1393) 71،82
159	بررسی عددی تاثیر شعاع انحنای قوس بر الگوی جریان پیرامون آبشکن T شکل در قوس 90 درجه با بستر صلب	مهندسی منابع آب (1393) 51،61
160	مطالعه عددی آبشستگی و الگوی جریان در نهر قوسی 90 درجه با وجود آبشکن T شکل با تغییر در شعاع انحنای قوس	مهندسی منابع آب (1393) 37،51
161	بررسی و مقایسه مدل های مختلف نفوذ پذیری در حوضه آبریز مند دشتی با استفاده از نتایج آزمایشات استوانه مضاعف	مهندسی آبیاری و آب (1393) 1،12
162	بررسی اثرات جزر و مد دریایی خلیج فارس بر روی منحنی اشل- دبی در رودخانه کارون	علوم و فناوری دریا (1393) 1،14
163	مطالعه عددی تأثیر شعاع انحنا بر الگوی جریان پیرامون آبشکن سرسپری مستغرق	مهندسی آبیاری و آب (1393) 145،156
164	بررسی عددی اثر نسبت شعاع انحنا به عرض بر الگوی جریان در قوس 90 درجه	هیدرولیک (1393) 59،68
165	The Association Thermodynamics Modeling of Asphaltene Precipitation	PETROLEUM SCIENCE AND TECHNOLOGY (2014) 51،60
166	Numerical investigation of the effect of Froude number on flow pattern around a submerged T-shaped spur dike in a 90° bend	Turkish Journal of Engineering and Environmental Sciences (2014) 266،277
167	Variation of Hydraulic Parameters with Different Wing of a T-Shape Spur Dike in Bend Channels	Journal of Central South University (2014) 0،0
168	مطالعه عددی الگوی جریان و آبشستگی پیرامون آبشکن T شکل مستقر در قوس 90 درجه با بستر تعادل یافته	هیدرولیک (1392) 67،74
169	بررسی آزمایشگاهی کارکرد سریزها با تاج شیبدار در یک قوس 90 درجه	علوم و مهندسی آبخیزداری ایران (1392) 79،82
170	مطالعه آزمایشگاهی الگوی آبشستگی اطراف آبشکنT شکل مستغرق در مسیر مستقیم	تحقیقات منابع آب ایران (1392) 52،63
171	مطالعه عددی الگوی آبشستگی در کانال قوسی با استفاده از نرم افزار Flow-3D	پژوهش های فرسایش محیطی (1392) 59،72
172	An Experimental Calculation of Asphaltene Critical Properties in Crude Oil Reservoir Systems	PETROLEUM SCIENCE AND TECHNOLOGY (2013) 1797،1811
173	Seismic Evaluation of Steel Frames Subjected to Decaying Sinusoidal Records through IDAMethod	Journal of Seismology and Earthquake Engineering (2013) 207،222
174	Thermoelastic analysis of rotating laminated functionally graded cylindrical shells using layerwise differential quadrature method	ACTA MECHANICA (2012) 81،93
175	Transient response of rotating laminated functionally graded cylindrical shells in thermal environment	INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING (2012) 43،56

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