| 1 | Verification of numerical study of scour around spur dikes using experimental data | Water and Environment Journal | 2014 | 44 |
| 2 | Adaptive neuro‐fuzzy inference modelling and sensitivity analysis for capacity estimation of fiber reinforced polymer‐strengthened circular reinforced concrete columns | Expert Systems | 2019 | 36 |
| 3 | Progressive collapse assessment of new hexagrid structural system for tall buildings | Structural Design of Tall and Special Buildings | 2014 | 23 |
| 4 | Vulnerability of steel moment‐resisting frames under effects of forward directivity | Structural Design of Tall and Special Buildings | 2015 | 22 |
| 5 | Forward directivity near-fault and far-fault ground motion effects on the behavior of reinforced concrete wall tall buildings with one and more plastic hinges | Structural Design of Tall and Special Buildings | 2016 | 22 |
| 6 | Novel approaches for air temperature prediction: A comparison of four hybrid evolutionary fuzzy models | Meteorological Applications | 2020 | 22 |
| 7 | Proposing the hexagrid system as a new structural system for tall buildings | Structural Design of Tall and Special Buildings | 2013 | 19 |
| 8 | An experimental investigation into effect of temperature rise on mechanical and visual characteristics of concrete containing recycled metal spring | Structural Concrete | 2021 | 18 |
| 9 | Nonlinear vibration and instability of rotating piezoelectric nanocomposite sandwich cylindrical shells containing axially flowing and rotating fluid–particle mixture | Polymer Composites | 2017 | 15 |
| 10 | Behavior of semi-rigid connections and semi-rigid frames | Structural Design of Tall and Special Buildings | 2014 | 14 |
| 11 | Full‐scale experimental assessment of new connection for columns in vertically mixed structures | Structural Design of Tall and Special Buildings | 2019 | 12 |
| 12 | Bond strength prediction of the composite rebars in concrete using innovative bio‐inspired models | Engineering Reports | 2020 | 12 |
| 13 | Performance-based seismic rehabilitation of existing steel eccentric braced buildings in near fault ground motions | Structural Design of Tall and Special Buildings | 2014 | 11 |
| 14 | Shear strength estimation of reinforced concrete beam–column sub‐assemblages using multiple soft computing techniques | Structural Design of Tall and Special Buildings | 2020 | 11 |
| 15 | Use of multi‐criteria decision‐making for selecting spillway type and optimizing dimensions by applying the harmony search algorithm: Qeshlagh Dam Case Study | Lakes and Reservoirs: Research and Management | 2019 | 10 |
| 16 | Influence of site–city interaction on the response of structures considering soil stiffness, height, and number of buildings | Earthquake Engineering and Structural Dynamics | 2021 | 10 |
| 17 | Effect of Aircraft Wheel Load and Configuration on Runway Damages | Periodica Polytechnica: Civil Engineering | 2015 | 9 |
| 18 | Energy dissipation of tall core-wall structures with multi-plastic hinges subjected to forward directivity near-fault and far-fault earthquakes | Structural Design of Tall and Special Buildings | 2016 | 9 |
| 19 | Comparison of nonlinear behavior of steel moment frames accompanied with RC shear walls or steel bracings | Structural Design of Tall and Special Buildings | 2013 | 6 |
| 20 | Assessment of the dynamic effect of steel frame due to sudden middle column loss | Structural Design of Tall and Special Buildings | 2014 | 4 |
| 21 | Investigation on the formation of roll waves in chutes | Water and Environment Journal | 2016 | 4 |
| 22 | Study on the gap width between the steel plate and concrete panels on behavior of the buckling‐restrained steel plate shear walls | Structural Concrete | 2023 | 4 |
| 23 | Rotational capacity of castellated steel beams | Structural Design of Tall and Special Buildings | 2013 | 3 |
| 24 | The effect of constant and seasonal changes of ambient conditions on long‐term behavior of high‐rise concrete structures | Structural Design of Tall and Special Buildings | 2018 | 2 |
| 25 | An investigation into the factors influencing the cyclic behaviour of buckling‐restrained steel plate shear walls | Steel Construction | 2021 | 2 |
| 26 | Semi‐analytical solution of solute dispersion model in semi‐infinite media | ZAMM Zeitschrift Fur Angewandte Mathematik Und Mechanik | 2022 | 2 |
| 27 | Optimal placement of coupling elements of RC shear walls using endurance time method | Procedia Structural Integrity | 2022 | 2 |
| 28 | Seismic behavior of frames with weak bolted end plate connections rehabilitated by posttensioned tendons under near‐/far‐field earthquakes | Structural Design of Tall and Special Buildings | 2020 | 1 |
| 29 | Cyclic behavior of the reinforced concrete shear walls with opening retrofitted with steel plate | Structural Concrete | 2024 | 1 |
| 30 | A Practical and Innovative Alternative Framework for Plastic Design of Structures | Structural Design of Tall and Special Buildings | 2025 | 1 |
| 31 | Computational modeling on slug flow phenomenon in inverted siphon and improving its performance | ZAMM Zeitschrift Fur Angewandte Mathematik Und Mechanik | 2021 | 0 |
| 32 | Formulation of stress intensity factor under pure bending condition in multilayer pavements using numerical study and model tree approach | Fatigue and Fracture of Engineering Materials and Structures | 2024 | 0 |
| 33 | The Effect of Pier Placement on Large Wood Accumulation Probability and Local Scour at Bridge Piers and Abutments: Laboratory Flume Experiments | Journal of Flood Risk Management | 0 | 0 |
