G. Kampas
- Optimal arch forms under in‐plane seismic loading in different gravitational environments. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 6 (May 2022). (2022):
- Limit-state analysis of parabolic arches subjected to inertial loading in different gravitational fields using a variational formulation. In: Engineering Structures, v. 228 (February 2021). (2021):
- Implications of volume loss on the seismic response of tunnels in coarse-grained soils. In: Tunnelling and Underground Space Technology, v. 95 (January 2020). (2020):
- Time and frequency domain identification of seismically isolated structures: advantages and limitations. In: Earthquakes and Structures, v. 3, n. 3-4 (June 2012). (2012):
- The effect of tunnel lining modelling approaches on the seismic response of sprayed concrete tunnels in coarse-grained soils. In: Soil Dynamics and Earthquake Engineering, v. 117 (February 2019). (2019):
- (2019): Dimensionless fragility analysis of seismic acceleration demands through low-order building models. In: Bulletin of Earthquake Engineering, v. 17, n. 7 (May 2019).