K. G. Kostinakis
- Sectional forces for seismic design of R/C frames by linear time history analysis and application to 3D single-story buildings. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 3 (March 2011). (2011):
- Effectiveness of percentage combination rules for maximum response calculation within the context of linear time history analysis. In: Engineering Structures, v. 56 (November 2013). (2013):
- Evaluation of inelastic response of 3D single-story R/C frames under bi-directional excitation using different orientation schemes. In: Bulletin of Earthquake Engineering, v. 11, n. 2 (November 2012). (2012):