Study on elastic response of structures to near-fault ground motions through record decomposition SF Ghahari, H Jahankhah, MA Ghannad
Soil dynamics and earthquake engineering 30 (7), 536-546, 2010
122 2010 Site-dependent strength reduction factors for soil-structure systems MA Ghannad, H Jahankhah
Soil Dynamics and Earthquake Engineering 27 (2), 99-110, 2007
100 2007 Equivalent linearization of non‐linear soil‐structure systems E Esmaeilzadeh Seylabi, H Jahankhah, M Ali Ghannad
Earthquake engineering & structural dynamics 41 (13), 1775-1792, 2012
24 2012 Alternative solution for kinematic interaction problem of soil–structure systems with embedded foundation H Jahankhah, MA Ghannad, MT Rahmani
The Structural Design of Tall and Special Buildings 22 (3), 251-266, 2013
21 2013 Application of perfectly matched layer to soil-foundation interaction analysis M Davoodi, A Pourdeilami, H Jahankhah, MK Jafari
Journal of Rock Mechanics and Geotechnical Engineering 10 (4), 753-768, 2018
18 2018 The effect of background record on response of structures subjected to near-fault ground motions F Ghahari, H Jahankhah, MA Ghannad
First European Conference on Earthquake Engineering and Seismology, Geneva …, 2006
15 2006 Strength reduction factors considering soil-structure interaction MA Ghannad, H Jahankhah
Proc. 13th World Conf. on Earthquake Engineering (13WCEE), 2004
15 2004 The effect of foundation embedment on net horizontal foundation input motion: the case of strip foundation with incomplete contact to nearby medium H Jahankhah, PF Farashahi
Soil Dynamics and Earthquake Engineering 96, 35-48, 2017
11 2017 Practical suggestions for 2D finite element modelling of soilstructure interaction problems P Ezzatyazdi, H Jahankhah
Proc. 2nd European Conference on Earthquake Engineering and Seismology, 2014
7 2014 A discrete model for response estimation of soil-structure systems with embedded foundations P Khodabakhshi, H Jahankhah, MA Ghannad
Earthquake Engineering and Engineering Vibration 10, 263-276, 2011
7 2011 Numerical study of stiff diaphragm walls used to improve the performance of rocking foundation systems M Sadjadi, M Fadaee, MA Ghannad, H Jahankhah
Journal of Earthquake Engineering 25 (13), 2628-2650, 2021
4 2021 A study on the effect of seismic wave incident angle on lining strains imposed to underground rectangular 2D structures AH Pariz, H Jahankhah, M Bastami
Bulletin of Earthquake Science and Engineering 3 (3), 31-47, 2016
4 2016 A numerical analysis of effect of segmental lining joints on tunnel support internal forces under seismic loading I Kheyrandish, M Ahmadi, H Jahankhah
Journal of Mining and Environment 10 (4), 979-999, 2019
3 2019 An investigation on seismically induced local distortions to underground rectangular 2d cavities: the case of shear wave field of motion with different incident angles H Jahankhah, AH Pariz, M Bastami
Bulletin of Earthquake Science and Engineering 3 (1), 41-53, 2016
3 2016 Studying near fault endurance time acceleration function B Ghahramanpoor, N Fanaie, H Jahankhah
Scientia Iranica 22 (1), 15-29, 2015
3 2015 The Frequency and Damping of Soil‐Structure Systems with Embedded Foundation MA Ghannad, MT Rahmani, H Jahankhah
AIP Conference Proceedings 1020 (1), 634-641, 2008
2 2008 On the FEMA440 Regulations for Soil-Structure Interaction H Jahankhah, MA Ghannad, MT Rahmani
Proceedings of the 14th World Conference on Earthquake Engineering, 2008
2 2008 Discussion of “Influence of Foundation Flexibility on MA Ghannad, H Jahankhah
Journal of Structural Engineering 132 (6), 1009-1009, 2006
2 2006 Increasing the accuracy of two-dimensional image processing techniques to estimate stress-strain curves in triaxial tests H Jahankhah, S Nazari, J Jalili
Sharif Journal of Civil Engineering 38 (3.2), 55-65, 2022
1 2022 Input motion extraction and closely-spaced modes recognition through partial system identification: An orthogonality-aided blind source separation approach H Jahankhah, A Ghafouri
Measurement 200, 111613, 2022
1 2022 
M. Ali GhannadSharif University of TechnologyVerified email at sharif.edu
