Dimitris L. Karabalis
- (2022): The Modification of the Estimated Seismic Behaviour of R/C Low-Rise Buildings Due to SSI. Dans: Buildings, v. 12, n. 7 (5 juillet 2022).
- Damage detection of reinforced concrete columns retrofitted with FRP jackets by using PZT sensors. Dans: Structural Monitoring and Maintenance, v. 2, n. 2 (juin 2015). (2015):
- SSI influence on the seismic response of asymmetrical small, low-rise R/C buildings. Dans: Structures, v. 32 (août 2021). (2021):
- Seismic Response of Steel Structures Equipped with the Seesaw System. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019). (2019):
- Seismic Response of Steel Structures with Properly Detailed Tension‐Only Steel Braces. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019). (2019):
- Discrete model for circular and square rigid tanks with concentric openings – Seismic analysis of a historic water tower. Dans: Engineering Structures, v. 211 (mai 2020). (2020):
- Seismic drift response of seesaw-braced and buckling-restrained braced steel structures: A comparison study. Dans: Soil Dynamics and Earthquake Engineering, v. 129 (février 2020). (2020):
- Seismic response of low-rise 3-D steel structures equipped with the seesaw system. Dans: Soil Dynamics and Earthquake Engineering, v. 128 (janvier 2020). (2020):
- The M6.4 Lefkada 2003, Greece, earthquake: dynamic response of a 3-storey R/C structure on soft soil. Dans: Earthquakes and Structures, v. 2, n. 3 (septembre 2011). (2011):
- Dynamic response of 3-D flexible foundations by time domain BEM and FEM. Dans: International Journal of Soil Dynamics and Earthquake Engineering, v. 4, n. 2 (avril 1985). (1985):
- On the use of interstorey velocity for the seismic retrofit of steel frames with viscous dampers. Dans: Soil Dynamics and Earthquake Engineering, v. 129 (février 2020). (2020):
- 3-D dynamic foundation-soil-foundation interaction on layered soil. Dans: Soil Dynamics and Earthquake Engineering, v. 17, n. 3 (janvier 1998). (1998):
- Non-singular time domain BEM with applications to 3D inertial soil–structure interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 3 (avril 2004). (2004):
- Simplified discrete systems for dynamic analysis of structures on footings and piles. Dans: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (juin 2014). (2014):
- 3-D soil-structure interaction analysis by BEM: Comparison studies and computational aspects. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 2 (mars 1990). (1990):
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Discrete model for dynamic through-the-soil coupling of 3-D foundations and structures. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 7 (juillet 1998).
https://doi.org/10.1002/(sici)1096-9845(199807)27:7<687::aid-eqe752>3.0.co;2-o
(1998): - Dynamic analysis of 3-D flexible embedded foundations by a frequency domain BEM-FEM. Dans: Earthquake Engineering and Structural Dynamics, v. 16, n. 5 (juillet 1988). (1988):
- An Integrated BEM Algorithm for Transient 2-D Flow in Unconfined Aquifers. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 7, n. 4 (juillet 1992). (1992):
- Dynamic 3-D soil–railway track interaction by BEM–FEM. Dans: Earthquake Engineering and Structural Dynamics, v. 24, n. 9 (septembre 1995). (1995):
- Inclusion ofP–Δ effect in displacement-based seismic design of steel moment resisting frames. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 14 (novembre 2007). (2007):
- Efficient computation of buckling loads for plane steel frames with tapered members. Dans: Engineering Structures, v. 28, n. 5 (avril 2006). (2006):