T. L. Karavasilis
- Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands. In: Journal of Constructional Steel Research, v. 64, n. 6 (June 2008). (2008):
- A Comparison of Viscous Damper Placement Methods for Improving Seismic Building Design. In: Journal of Earthquake Engineering, v. 16, n. 4 ( 2012). (2012):
- A hybrid force/displacement seismic design method for steel building frames. In: Engineering Structures, v. 56 (November 2013). (2013):
- Extension of the hybrid force/displacement (HFD) seismic design method to 3D steel moment-resisting frame buildings. In: Engineering Structures, v. 147 (September 2017). (2017):
- Estimation of seismic inelastic deformation demands in plane steel MRF with vertical mass irregularities. In: Engineering Structures, v. 30, n. 11 (November 2008). (2008):
- Maximum displacement profiles for the performance based seismic design of plane steel moment resisting frames. In: Engineering Structures, v. 28, n. 1 (January 2006). (2006):
- Collapse risk and residual drift performance of steel buildings using post-tensioned MRFs and viscous dampers in near-fault regions. In: Bulletin of Earthquake Engineering, v. 14, n. 6 (March 2016). (2016):