Mohsen Kamalian
- 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). (2023):
- 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). (2022):
- 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). (2013):
- 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). (2021):
- 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). (2020):
- 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). (2019):
- 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). (2013):
- 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). (2011):
- 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). (2006):
- 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). (2015):
- 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). (2016):