Mohsen Kamalian
- (2023): Half-Space Green’s Function for Lamb’s Problem as Applied in Seismic Geotechnical Engineering. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 47, n. 6 (September 2023).
- (2022): Evaluating the Effect of Footing Roughness on Nγ Coefficient Using the Method of Stress Characteristics. In: International Journal of Geomechanics, v. 22, n. 3 (March 2022).
- (2013): Time Domain Traction and Flux Fundamental Solutions for 3D Saturated Poroelastic Media with Incompressible Constituents. In: International Journal of Geomechanics, v. 13, n. 5 (October 2013).
- (2021): Considerations on Bearing Capacity Factors of Rough Strip Footing Using the Stress Characteristics Method. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 45, n. 4 (September 2021).
- (2020): Evaluation of the Static Bearing Capacity Coefficients of Rough Strip Footing Using the Stress Characteristics Method. In: International Journal of Civil Engineering, v. 19, n. 2 (July 2020).
- (2019): Two-Dimensional Dynamic Analysis of Alluvial Valleys Subjected to Vertically Propagating Incident SH Waves. In: International Journal of Civil Engineering, v. 17, n. 6 (March 2019).
- (2013): Effects of three-dimensionality on seismic response of Gaussian-shaped hills for simple incident pulses. In: Soil Dynamics and Earthquake Engineering, v. 52 (September 2013).
- (2011): Experimental study of seismic behavior of two hilly sites in Tehran and comparison with 2D and 3D numerical modeling. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 5-6 (May 2011).
- (2006): Time-domain two-dimensional site response analysis of non-homogeneous topographic structures by a hybrid BE/FE method. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 8 (August 2006).
- (2015): Seismic ground amplification by unlined tunnels subjected to vertically propagating SV and P waves using BEM. In: Soil Dynamics and Earthquake Engineering, v. 71 (April 2015).
- (2016): Estimating Bearing Capacity of Strip Footings over Two-Layered Sandy Soils Using the Characteristic Lines Method. In: International Journal of Civil Engineering, v. 14, n. 2 (March 2016).
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