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Faramarz Khoshnoudian

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Fallahian, Milad / Ahmadi, Ehsan / Talaei, Saeid / Khoshnoudian, Faramarz / Kashani, Mohammad M.: Application of Couple Sparse Coding in Smart Damage Detection of Truss Bridges. Dans: Proceedings of the Institution of Civil Engineers - Bridge Engineering.

    https://doi.org/10.1680/jbren.22.00017

  2. Loghman, Vahid / Khoshnoudian, Faramarz (2015): Comparison of seismic behavior of long period SDOF systems mounted on friction isolators under near-field earthquakes. Dans: Smart Structures and Systems, v. 16, n. 4 (octobre 2015).

    https://doi.org/10.12989/sss.2015.16.4.701

  3. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2010): Assessment of modal pushover analysis and conventional nonlinear static procedure with load distributions of federal emergency management agency for high-rise buildings. Dans: The Structural Design of Tall and Special Buildings, v. 19, n. 3 (avril 2010).

    https://doi.org/10.1002/tal.487

  4. Fallahian, Milad / Khoshnoudian, Faramarz / Meruane, Viviana (2017): Ensemble classification method for structural damage assessment under varying temperature. Dans: Structural Health Monitoring, v. 17, n. 4 (juillet 2017).

    https://doi.org/10.1177/1475921717717311

  5. Vahedi, Maryam / Khoshnoudian, Faramarz / Hsu, Ting Yu (2017): Application of Bayesian statistical method in sensitivity-based seismic damage identification of structures: Numerical and experimental validation. Dans: Structural Health Monitoring, v. 17, n. 5 (octobre 2017).

    https://doi.org/10.1177/1475921718783360

  6. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2011): A consecutive modal pushover procedure for nonlinear static analysis of one-way unsymmetric-plan tall building structures. Dans: Engineering Structures, v. 33, n. 9 (septembre 2011).

    https://doi.org/10.1016/j.engstruct.2011.04.013

  7. Ghorbanzadeh, Mohammad / Khoshnoudian, Faramarz (2021): The Effect of Strong Column-Weak Beam Ratio on the Collapse Behaviour of Reinforced Concrete Moment Frames Subjected to Near-Field Earthquakes. Dans: Journal of Earthquake Engineering, v. 26, n. 8 (mars 2021).

    https://doi.org/10.1080/13632469.2020.1822228

  8. Ahmadi, Ehsan / Kiani, Mahdi / Paytam, Farzaneh / Khoshnoudian, Faramarz (2018): Equivalent linearization parameters of soil-MDOF structure systems subjected to pulse-like earthquakes. Dans: Soils and Foundations, v. 58, n. 6 (décembre 2018).

    https://doi.org/10.1016/j.sandf.2018.08.006

  9. Khoshnoudian, Faramarz / Ahmadi, Ehsan / Sohrabi, Sina / Kiani, Mahdi (2014): Higher-mode effects for soil-structure systems under different components of near-fault ground motions. Dans: Earthquakes and Structures, v. 7, n. 1 (juillet 2014).

    https://doi.org/10.12989/eas.2014.7.1.083

  10. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2014): The extended consecutive modal pushover procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings under influence of two horizontal components of ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 63 (août 2014).

    https://doi.org/10.1016/j.soildyn.2014.02.001

  11. Khoshnoudian, Faramarz / Ahmadi, Ehsan / Azad, Ali Imani (2014): Damping coefficients for soil–structure systems and evaluation of FEMA 440 subjected to pulse-like near-fault earthquakes. Dans: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (juin 2014).

    https://doi.org/10.1016/j.soildyn.2014.02.009

  12. Abedi-Nik, Farhad / Khoshnoudian, Faramarz (2015): Deflection modification factors of multistory buildings considering soil-structure interaction. Dans: Earthquake Engineering and Engineering Vibration, v. 14, n. 3 (septembre 2015).

    https://doi.org/10.1007/s11803-015-0045-y

  13. Hadikhan Tehrani, Mohammad / Khoshnoudian, Faramarz (2014): Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction. Dans: Earthquake Engineering and Engineering Vibration, v. 13, n. 3 (septembre 2014).

    https://doi.org/10.1007/s11803-014-0257-6

  14. Khoshnoudian, Faramarz / Kashani, M. Mehdi B. (2012): Assessment of modified consecutive modal pushover analysis for estimating the seismic demands of tall buildings with dual system considering steel concentrically braced frames. Dans: Journal of Constructional Steel Research, v. 72 (mai 2012).

    https://doi.org/10.1016/j.jcsr.2011.12.002

  15. Khoshnoudian, Faramarz / Mehrparvar, Behnam (2008): Evaluation of IBC Equivalent Static Procedure for Base Shear Distribution of Seismic Isolated Structures. Dans: Journal of Earthquake Engineering, v. 12, n. 5 ( 2008).

    https://doi.org/10.1080/13632460701758539

  16. Masaeli, Hamid / Ziaei, Ramin / Khoshnoudian, Faramarz (2018): Effects of Near-Fault Pulses on Nonlinear Soil-Structure Systems. Dans: Journal of Earthquake Engineering, v. 22, n. 10 ( 2018).

    https://doi.org/10.1080/13632469.2017.1297263

  17. Shadan, Fariba / Khoshnoudian, Faramarz / Esfandiari, Akbar (2016): A frequency response-based structural damage identification using model updating method. Dans: Structural Control and Health Monitoring, v. 23, n. 2 (février 2016).

    https://doi.org/10.1002/stc.1768

  18. Khoshnoudian, Faramarz / Ahmadi, Ehsan / Kiani, Mahdi / Hadikhan Tehrani, Mohammad (2015): Collapse capacity of soil-structure systems under pulse-like earthquakes. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 3 (mars 2015).

    https://doi.org/10.1002/eqe.2501

  19. Abdollahiparsa, Hossein / Homami, Peyman / Khoshnoudian, Faramarz (2016): Effect of vertical component of an earthquake on steel frames considering soil-structure interaction. Dans: KSCE Journal of Civil Engineering, v. 20, n. 7 (janvier 2016).

    https://doi.org/10.1007/s12205-016-0687-y

  20. Khoshnoudian, Faramarz / Ahmadi, Ehsan (2013): Effects of pulse period of near-field ground motions on the seismic demands of soil-MDOF structure systems using mathematical pulse models. Dans: Earthquake Engineering and Structural Dynamics, v. 42, n. 11 (septembre 2013).

    https://doi.org/10.1002/eqe.2287

  21. Khoshnoudian, Faramarz / Ayyobi, Pedram / Paytam, Farzane / Mirmo'azen, S. Mohamad (2015): Genetic algorithm design of a soil–structure–damper system. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 168, n. 8 (août 2015).

    https://doi.org/10.1680/stbu.14.00064

  22. Khoshnoudian, Faramarz / Attarnejad, Reza / Paytam, Farzane / Ahmadi, Ehsan (2015): Effects of forward directivity on the response of soil–structure systems. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 168, n. 9 (septembre 2015).

    https://doi.org/10.1680/jstbu.13.00076

  23. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2009): A consecutive modal pushover procedure for estimating the seismic demands of tall buildings. Dans: Engineering Structures, v. 31, n. 2 (février 2009).

    https://doi.org/10.1016/j.engstruct.2008.10.009

  24. Khoshnoudian, Faramarz / Ahmadi, Ehsan (2014): Effects of inertial soil–structure interaction on inelastic displacement ratios of SDOF oscillators subjected to pulse-like ground motions. Dans: Bulletin of Earthquake Engineering, v. 13, n. 6 (septembre 2014).

    https://doi.org/10.1007/s10518-014-9693-y

  25. Khoshnoudian, Faramarz / Ziaei, Ramin / Ayyobi, Pedram / Paytam, Farzane (2016): Effects of nonlinear soil–structure interaction on the seismic response of structure-TMD systems subjected to near-field earthquakes. Dans: Bulletin of Earthquake Engineering, v. 15, n. 1 (juillet 2016).

    https://doi.org/10.1007/s10518-016-9963-y

  26. Abedi-Nik, Farhad / Khoshnoudian, Faramarz (2014): Evaluation of ground motion scaling methods in soil-structure interaction analysis. Dans: The Structural Design of Tall and Special Buildings, v. 23, n. 1 (janvier 2014).

    https://doi.org/10.1002/tal.1021

  27. Tajammolian, Hamed / Khoshnoudian, Faramarz (2018): Acceleration amplification due to rotational components of near-fault earthquakes in triple concave friction pendulum base-isolated structures. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 45, n. 4 (avril 2018).

    https://doi.org/10.1139/cjce-2016-0354

  28. Fallahian, Milad / Khoshnoudian, Faramarz / Talaei, Saeid / Meruane, Viviana / Shadan, Fariba (2018): The Experimental validation of a deep neural network-Sparse representation classification ensemble method. Dans: The Structural Design of Tall and Special Buildings, v. 27, n. 15 (25 octobre 2018).

    https://doi.org/10.1002/tal.1504

  29. Mehrparvar, Behnam / Khoshnoudian, Faramarz (2011): Efficiency of active systems in controlling base-isolated buildings subjected to near-fault earthquakes. Dans: The Structural Design of Tall and Special Buildings, v. 20, n. 8 (novembre 2011).

    https://doi.org/10.1002/tal.572

  30. Khoshnoudian, Faramarz / Azad, Ali Imani (2011): Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures. Dans: The Structural Design of Tall and Special Buildings, v. 20, n. 8 (novembre 2011).

    https://doi.org/10.1002/tal.571

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