Ahmed Abdelraheem Farghaly 
- (2024): A proposed correlation between dynamic and static plate load test moduli for gravelly soils. Dans: HBRC Journal, v. 20, n. 1 (2 janvier 2024).
- (2023): Seismic control of vertically and horizontally irregular steel high-rise buildings by tuned mass dampers including SSI. Dans: Asian Journal of Civil Engineering, v. 25, n. 2 (octobre 2023).
- (2023): Seismic control of T-shape in plan steel high-rise buildings with SSI effect using tuned mass dampers. Dans: Asian Journal of Civil Engineering, v. 25, n. 2 (octobre 2023).
- (2023): Assessing seismic mitigation schemes of tuned mass dampers for monopile offshore wind turbine including pile–soil–structure interaction. Dans: Asian Journal of Civil Engineering, v. 25, n. 2 (octobre 2023).
- (2023): Enhancing the earthquake resistance of RC and steel high-rise buildings by bracings, shear walls and TMDs considering SSI. Dans: Asian Journal of Civil Engineering, v. 24, n. 7 (avril 2023).
- (2015): Seismic analysis of 3-D two adjacent buildings connected by viscous dampers with effect of underneath different soil kinds. Dans: Smart Structures and Systems, v. 15, n. 5 (mai 2015).
- (2013): Parametric study on equivalent damping ratio of different composite structural building systems. Dans: Steel and Composite Structures, v. 14, n. 4 (avril 2013).
- (2013): Contribution of non-structural brick walls distributions on structures seismic responses. Dans: Earthquakes and Structures, v. 5, n. 5 (novembre 2013).
- (2012): Contribution of soil-structure interaction to seismic response of buildings. Dans: KSCE Journal of Civil Engineering, v. 17, n. 5 (décembre 2012).
- (2017): Seismic analysis of adjacent buildings subjected to double pounding considering soil–structure interaction. Dans: International Journal of Advanced Structural Engineering, v. 9, n. 1 (février 2017).
- (2015): Parametric study on equivalent damping ratio of different composite structural building systems. Dans: International Journal of Steel Structures, v. 15, n. 1 ( 2015).
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