- Seismic Wave Scattering from Compound Topographies Using Boundary Element Method. In: International Journal of Civil Engineering, v. 21, n. 4 (22 Dezember 2022). (2022):
- Structural system identification based on combining weighted transmissibility and wavelet transform. In: Structural Control and Health Monitoring, v. 29, n. 2 (10 Januar 2022). (2022):
- Modal Identification of a Soil-subway System with Emphasis on Scattering of Seismic Waves Induced by Uniform and Non-uniform Support Excitations. In: Journal of Earthquake Engineering, v. 26, n. 12 (Juli 2021). (2021):
- A new solution to estimate the time delay on the topographic site using time domain 3D boundary element method. In: Earthquake Engineering and Engineering Vibration, v. 19, n. 3 (Juli 2020). (2020):
- Introducing an effective coherence function to generate non-uniform ground motion on topographic site using time-domain boundary element method. In: Earthquake Engineering and Engineering Vibration, v. 20, n. 1 (Januar 2021). (2021):
- Seismic modal identification using a new approach based on weighted transmissibility. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 7 (Juni 2021). (2021):
- A new approach to generating non-uniform support excitation at topographic sites. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019). (2019):
- Weighted Transmissibility-Based Operational Modal Analysis for Identification of Structures Using Seismic Responses. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 45, n. 1 (Oktober 2020). (2020):
- A new boundary element solution to evaluate the geometric effects of the canyon site on the displacement response spectrum. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 2 (April 2019). (2019):
- Full-scale experimental modal analysis of an arch dam: The first experience in Iran. In: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (Juni 2014). (2014):
- Response of an arch dam to non-uniform excitation generated by a seismic wave scattering model. In: Soil Dynamics and Earthquake Engineering, v. 52 (September 2013). (2013):