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