D. E. Beskos
- Seismic design of irregular space steel frames using advanced methods of analysis. In: Steel and Composite Structures, v. 8, n. 1 (Februar 2008). (2008):
- Moment resisting steel frames under repeated earthquakes. In: Earthquakes and Structures, v. 3, n. 3-4 (Juni 2012). (2012):
- Modelling of pile wave barriers by effective trenches and their screening effectiveness. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 1 (Januar 1999). (1999):
- Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution. In: Soil Dynamics and Earthquake Engineering, v. 77 (Oktober 2015). (2015):
- Seismic design of space steel frames using advanced methods of analysis. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 1 (Januar 2009). (2009):
- Seismic pressures on rigid cantilever walls retaining elastic continuously non-homogeneous soil: An exact solution. In: Soil Dynamics and Earthquake Engineering, v. 82 (März 2016). (2016):
- SSI in steel frames subjected to near-fault earthquakes. In: Soil Dynamics and Earthquake Engineering, v. 66 (November 2014). (2014):
- Seismic design of plane steel frames using advanced methods of analysis. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 12 (Dezember 2006). (2006):
- Vibration isolation by trenches in continuously nonhomogeneous soil by the BEM. In: Soil Dynamics and Earthquake Engineering, v. 10, n. 3 (April 1991). (1991):
- Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands. In: Journal of Constructional Steel Research, v. 64, n. 6 (Juni 2008). (2008):
- Use of dynamic influence coefficients in forced vibration problems with the aid of Laplace transform. In: Computers & Structures, v. 5, n. 5-6 (Dezember 1975). (1975):
- Use of dynamic influence coefficients in forced vibration problems with the aid of fast fourier transform. In: Computers & Structures, v. 9, n. 2 (August 1978). (1978):
- Solution of plane transient elastodynamic problems by finite elements and laplace transform. In: Computers & Structures, v. 18, n. 4 (Januar 1984). (1984):
- Static, dynamic and stability analysis of structures composed of tapered beams. In: Computers & Structures, v. 16, n. 6 (Januar 1983). (1983):
- Transient dynamic analysis of 3-D gradient elastic solids by BEM. In: Computers & Structures, v. 83, n. 10-11 (April 2005). (2005):
- Numerical determination of time-averaged wind loads on complex structures in 2D flows. In: Engineering Structures, v. 16, n. 3 (April 1994). (1994):
- Static, seismic and stability analyses of a prototype wind turbine steel tower. In: Engineering Structures, v. 24, n. 8 (August 2002). (2002):