| 1XPHULFDO, QYHVWLJDWLRQ RI 5HLQIRUFHG &RQFUHWH) UDPHV &RQVLGHULQJ 1RQOLQHDU* HRPHWULF 0DWHULDO DQG 7LPH'HSHQGHQW (IIHFWV ZLWK, QFUHPHQWDO &RQVWUXFWLRQ/RDGLQJV O Esmaili, S Epackachi, R Mirghaderi, AAT Behbahani AIP Conf. Proc 193 (10.1063/1.4811900), 2013 | | 2013 |
| 5HYLHZ RQ 6HLVPLF 5HKDELOLWDWLRQ RI D à» 6WRU\5& 7DOO% XLOGLQJ KDYLQJ 6KHDU: DOO 6\VWHP% DVHG RQ $ 1RQOLQHDU'\QDPLF 3HUIRUPDQFH (YDOXDWLRQ S Epackachi, O Esmaili, SR Mirghaderi, AA Taheri AIP Conf. Proc 930 (10.1063/1.2963934), 2008 | | 2008 |
| 6WXG\RQ WKH 5HVSRQVH &RHIILFLHQW RI 6HWEDFN 6WUXFWXUHV &RPSDUHG WR 5HJXODU 0RPHQW) UDPH 6WUXFWXUHV SR Mirghaderi, B Khafaf, S Epackachi AIP Conf. Proc 1624 (10.1063/1.3452154), 2010 | | 2010 |
| A cyclic backbone curve for shear-critical reinforced concrete walls S Epackachi, N Sharma, A Whittaker, RO Hamburger, A Hortacsu Journal of Structural Engineering 145 (4), 04019006, 2019 | 20 | 2019 |
| A cyclic backbone curve for squat reinforced concrete shear walls S Epackachi, N Sharma, A Whitaker, RO Hamburger, A Hortacsu | 3 | 2018 |
| A fibre-based modelling technique for the seismic analysis of steel–concrete composite shear walls SMR Emrani, S Epackachi, P Tehrani, A Imanpour Canadian Journal of Civil Engineering 49 (6), 993-1007, 2022 | 6 | 2022 |
| A New Methodology to Predict Cumulative Plastic Ductility Capacity of Steel Buckling-Restrained Braces A Sadrara, S Epackachi, A Imanpour Canadian Society of Civil Engineering Annual Conference, 211-225, 2022 | 1 | 2022 |
| A validated numerical model for predicting the in-plane seismic response of lightly reinforced, low-aspect ratio reinforced concrete shear walls S Epackachi, AS Whittaker Engineering Structures 168, 589-611, 2018 | 37 | 2018 |
| An analytical model for a baseplate connection of an SC wall to an RC foundation S Epackachi, AS Whittaker, AH Varma 8th International Conference on Steel Structures, 2015 | 1 | 2015 |
| An experimental study for in-plane cyclic behavior of low aspect-ratio steel-concrete composite walls CC Chang, YN Huang, BA Chen, S Epackachi, A Whittaker 23rd International conference on structural mechanics in reactor technology …, 2015 | 1 | 2015 |
| An experimental study of the in-plane cyclic behavior of low aspect ratio SC wall piers CC Chang, YN Huang, BA Chen, S Epackachi, A Whittaker IASMiRT, 2015 | 2 | 2015 |
| An experimental study of the in-plane response of steel-concrete composite walls S Epackachi, NH Nguyen, EG Kurt, AS Whittaker, AH Varma Structural Mechanics in Reactor Technology Conference (SMiRT-22), San …, 2013 | 16 | 2013 |
| AN EXPERIMENTAL STUDY OF THE IN-PLANE RESPONSE OF STEEL-CONCRETE COMPOSITE WALLS N Nguyen, A Whittaker, A Varma, S Epackachi, E Kurt IASMiRT, 2013 | | 2013 |
| An experimental study of the in-plane shear response of steel concrete composite walls S Epackachi, NH Nguyen, EG Kurt, AS Whittaker, AH Varma Trans. of the Internal Assoc. for Struct. Mech. in Reactor Tech. Conf …, 2013 | 5 | 2013 |
| Analytical modeling of rectangular SC wall panels S Epackachi, AS Whittaker, YN Huang Journal of Constructional Steel Research 105, 49-59, 2015 | 38 | 2015 |
| Application of concrete-filled chord studs in cold-formed steel shear walls S Torabian, B Dokhaei, S Epackachi Cold-Formed Steel Research Consortium (CFSRC) Colloquium, 2022 | | 2022 |
| Axial-flexural strength of steel-concrete composite shear walls A Gharavi, M Asgarpoor, S Epackachi, SR Mirghaderi, A Imanpour Journal of Building Engineering 76, 107122, 2023 | 1 | 2023 |
| Bayesian decision and mixture models for AE monitoring of steel–concrete composite shear walls A Farhidzadeh, S Epackachi, S Salamone, AS Whittaker Smart Materials and Structures 24 (11), 115028, 2015 | 19 | 2015 |
| Behavior of adhesive bonded anchors under tension and shear loads S Epackachi, O Esmaili, SR Mirghaderi, AAT Behbahani Journal of Constructional Steel Research 114, 269-280, 2015 | 70 | 2015 |
| Collapse of the 16-story Plasco building in Tehran due to fire MT Ahmadi, AA Aghakouchak, R Mirghaderi, S Tahouni, S Garivani, ... Fire technology 56, 769-799, 2020 | 32 | 2020 |
