Determination of optimal behavior of self-centering multiple-rocking walls subjected to far-field and near-field ground motions E Mohammadi Dehcheshmeh, V Broujerdian Journal of Building Engineering 45 (1), 103509, 2022 | 45 | 2022 |
Shear behavior of steel plate girders considering variations in geometrical properties A Ghadami, V Broujerdian Journal of Constructional Steel Research 153, 567-577, 2019 | 42 | 2019 |
Locating the rocking section in self-centering bi-rocking walls to achieve the best seismic performance V Broujerdian, E Mohammadi Dehcheshmeh Bulletin of Earthquake Engineering 20, 2441-2468, 2022 | 37 | 2022 |
Self-centering rocking dual-core braced frames with buckling-restrained fuses MJE Majumerd, EM Dehcheshmeh, V Broujerdian, S Moradi Journal of Constructional Steel Research 194, 107322, 2022 | 24 | 2022 |
Probabilistic Evaluation of Self-Centering Birocking Walls subjected to Far-Field and Near-Field Ground Motions E Mohammadi Dehcheshmeh, V Broujerdian ASCE Journal of Structural Engineering 148 (9), 2022 | 23 | 2022 |
Effect of curvature and aspect ratio on shear resistance of unstiffened plates V Broujerdian, P Mahyar, A Ghadami Journal of Constructional Steel Research 112, 263-270, 2015 | 23 | 2015 |
Flexure–shear interaction in hybrid steel I-girders at ambient and elevated temperatures A Ghadami, V Broujerdian Advances in Structural Engineering 22 (6), 1501-1516, 2019 | 22 | 2019 |
An investigation into crack and its growth on the seismic behavior of steel shear walls V Broujerdian, A Ghamari, A Ghadami Thin-Walled Structures 101, 205-212, 2016 | 22 | 2016 |
Reinforced concrete beams without stirrups considering shear friction and fracture mechanics MT Kazemi, V Broujerdian Canadian Journal of Civil Engineering 33 (2), 161-168, 2006 | 22 | 2006 |
Numerically and parametrically investigating the cracked steel plate shear walls (SPSWs) M Shayanfar, V Broujerdian, A Ghamari Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2020 | 17 | 2020 |
Development of fragility curves for self-centering bi-rocking walls subjected to far and near field ground motions V Broujerdian, E Mohammadi Dehcheshmeh Sharif Journal of Civil Engineering 37 (3.1), 99-110, 2021 | 16 | 2021 |
Introducing an efficient compound section for steel shear wall using flat and corrugated plates V Broujerdian, A Ghamari, A Abbaszadeh Structures 33, 2855-2871, 2021 | 16 | 2021 |
Smeared Rotating Crack Model for Reinforced Concrete Membrane Elements. V Broujerdian, MT Kazemi ACI Structural Journal 107 (4), 2010 | 16 | 2010 |
Corner Crack Effect on the Seismic Behavior of Steel Plate Shear Wall System V Broujerdian, MA Shayanfar, A Ghamari Civil Engineering Infrastructures Journal 50 (2), 311-332, 2017 | 15 | 2017 |
Efficient boosting-based algorithms for shear strength prediction of squat RC walls A Farzinpour, EM Dehcheshmeh, V Broujerdian, SN Esfahani, ... Case Studies in Construction Materials 18, e01928, 2023 | 13 | 2023 |
Reliability-based design optimization of post-tensioned self-centering rocking steel frame structures MH Lavaei, E Mohammadi Dehcheshmeh, P Safari, V Broujerdian, ... Journal of Building Engineering, 2023 | 13 | 2023 |
Analysis of coupled steel plate shear walls with outrigger system for tall buildings M Shayanfar, V Broujerdian, A Ghamari Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2020 | 13 | 2020 |
Predicting the shear behavior of reinforced concrete beams using non-linear fracture mechanics V Broujerdian, H Karimpour, S Alavikia International Journal of Civil Engineering 17, 597-605, 2019 | 12 | 2019 |
Nonlinear finite element modeling of shear-critical reinforced concrete beams using a set of interactive constitutive laws V Broujerdian, MT Kazemi International Journal of Civil Engineering 14, 507-519, 2016 | 12 | 2016 |
3D Finite Element Modeling of FRP‑Confined Rectangular Short Columns Considering Variation of Poisson’s Ratio M Rasouli, V Broujerdian Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2020 | 11 | 2020 |