Faramarz Khoshnoudian
- : Application of Couple Sparse Coding in Smart Damage Detection of Truss Bridges. In: Proceedings of the Institution of Civil Engineers - Bridge Engineering.
- (2015): Comparison of seismic behavior of long period SDOF systems mounted on friction isolators under near-field earthquakes. In: Smart Structures and Systems, v. 16, n. 4 (Oktober 2015).
- (2010): Assessment of modal pushover analysis and conventional nonlinear static procedure with load distributions of federal emergency management agency for high-rise buildings. In: The Structural Design of Tall and Special Buildings, v. 19, n. 3 (April 2010).
- (2017): Ensemble classification method for structural damage assessment under varying temperature. In: Structural Health Monitoring, v. 17, n. 4 (Juli 2017).
- (2017): Application of Bayesian statistical method in sensitivity-based seismic damage identification of structures: Numerical and experimental validation. In: Structural Health Monitoring, v. 17, n. 5 (Oktober 2017).
- (2011): A consecutive modal pushover procedure for nonlinear static analysis of one-way unsymmetric-plan tall building structures. In: Engineering Structures, v. 33, n. 9 (September 2011).
- (2021): The Effect of Strong Column-Weak Beam Ratio on the Collapse Behaviour of Reinforced Concrete Moment Frames Subjected to Near-Field Earthquakes. In: Journal of Earthquake Engineering, v. 26, n. 8 (März 2021).
- (2018): Equivalent linearization parameters of soil-MDOF structure systems subjected to pulse-like earthquakes. In: Soils and Foundations, v. 58, n. 6 (Dezember 2018).
- (2014): Higher-mode effects for soil-structure systems under different components of near-fault ground motions. In: Earthquakes and Structures, v. 7, n. 1 (Juli 2014).
- (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. In: Soil Dynamics and Earthquake Engineering, v. 63 (August 2014).
- (2014): Damping coefficients for soil–structure systems and evaluation of FEMA 440 subjected to pulse-like near-fault earthquakes. In: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (Juni 2014).
- (2015): Deflection modification factors of multistory buildings considering soil-structure interaction. In: Earthquake Engineering and Engineering Vibration, v. 14, n. 3 (September 2015).
- (2014): Extended consecutive modal pushover procedure for estimating seismic responses of one-way asymmetric plan tall buildings considering soil-structure interaction. In: Earthquake Engineering and Engineering Vibration, v. 13, n. 3 (September 2014).
- (2012): Assessment of modified consecutive modal pushover analysis for estimating the seismic demands of tall buildings with dual system considering steel concentrically braced frames. In: Journal of Constructional Steel Research, v. 72 (Mai 2012).
- (2008): Evaluation of IBC Equivalent Static Procedure for Base Shear Distribution of Seismic Isolated Structures. In: Journal of Earthquake Engineering, v. 12, n. 5 ( 2008).
- (2018): Effects of Near-Fault Pulses on Nonlinear Soil-Structure Systems. In: Journal of Earthquake Engineering, v. 22, n. 10 ( 2018).
- (2016): A frequency response-based structural damage identification using model updating method. In: Structural Control and Health Monitoring, v. 23, n. 2 (Februar 2016).
- (2015): Collapse capacity of soil-structure systems under pulse-like earthquakes. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 3 (März 2015).
- (2016): Effect of vertical component of an earthquake on steel frames considering soil-structure interaction. In: KSCE Journal of Civil Engineering, v. 20, n. 7 (Januar 2016).
- (2013): Effects of pulse period of near-field ground motions on the seismic demands of soil-MDOF structure systems using mathematical pulse models. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 11 (September 2013).
- (2015): Genetic algorithm design of a soil–structure–damper system. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 168, n. 8 (August 2015).
- (2015): Effects of forward directivity on the response of soil–structure systems. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 168, n. 9 (September 2015).
- (2009): A consecutive modal pushover procedure for estimating the seismic demands of tall buildings. In: Engineering Structures, v. 31, n. 2 (Februar 2009).
- (2014): Effects of inertial soil–structure interaction on inelastic displacement ratios of SDOF oscillators subjected to pulse-like ground motions. In: Bulletin of Earthquake Engineering, v. 13, n. 6 (September 2014).
- (2016): Effects of nonlinear soil–structure interaction on the seismic response of structure-TMD systems subjected to near-field earthquakes. In: Bulletin of Earthquake Engineering, v. 15, n. 1 (Juli 2016).
- (2014): Evaluation of ground motion scaling methods in soil-structure interaction analysis. In: The Structural Design of Tall and Special Buildings, v. 23, n. 1 (Januar 2014).
- (2018): Acceleration amplification due to rotational components of near-fault earthquakes in triple concave friction pendulum base-isolated structures. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 45, n. 4 (April 2018).
- (2018): The Experimental validation of a deep neural network-Sparse representation classification ensemble method. In: The Structural Design of Tall and Special Buildings, v. 27, n. 15 (25 Oktober 2018).
- (2011): Efficiency of active systems in controlling base-isolated buildings subjected to near-fault earthquakes. In: The Structural Design of Tall and Special Buildings, v. 20, n. 8 (November 2011).
- (2011): Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures. In: The Structural Design of Tall and Special Buildings, v. 20, n. 8 (November 2011).
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