Computational parameter identification of strongest influence on the shear resistance of reinforced concrete beams by fiber reinforcement polymer Y Cao, Q Fan, SM Azar, R Alyousef, ST Yousif, K Wakil, K Jermsittiparsert, ... Structures 27, 118-127, 2020 | 38 | 2020 |
Evaluation of liquefaction hazards in soil layers along Tabriz Metro Line 1 based on practical methods R Dabiri, S Mahmoudi Azar Journal of Civil Engineering and Materials Application 4 (3), 179-193, 2020 | 1 | 2020 |
Performance assessment of buckling restrained brace with tubular profile Y Cao, SM Azar, SNR Shah, AFM Salih, T Thiagi, K Jermsittiparsert, ... Advances in nano research 8 (4), 323-333, 2020 | 3 | 2020 |
Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load M Shariati, SM Azar, MA Arjomand, HS Tehrani, M Daei, M Safa Geomechanics and Engineering 20 (2), 87-101, 2020 | 77 | 2020 |
Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils M Shariati, SM Azar, MA Arjomand, HS Tehrani, M Daei, M Safa Geomechanics and Engineering 19 (6), 473-484, 2019 | 65 | 2019 |
تثبیت خاک لایههای خاک رسی اشباع شل زیر پی سطحی با استفاده از ژئوگرید وفائی پور, رامین, محمودی آذر, صدف آنالیز سازه-زلزله 14 (1), 29-36, 2017 | | 2017 |
Improvement of loose clayey soil layers under shallow foundation with using geogrid SM Azar, V Ramin JOURNAL OF STRUCTURAL ENGINEERING 14 (1), 29-50, 2017 | 1 | 2017 |