1. Ambraseys N, Smit P, Sigbjornsson R, Suhadolc P and Margaris B (2002), Internet-site for European Strong-motion Data, European Commission, Research-Directorate General, Environment and Climate Programme.
2. Athanatopoulou AM (2005), “Critical Orientation of Three Correlated Seismic Components,” Engineering Structures, 27(2): 301–312.
3. Athanatopoulou AM, Makarios T and Anastassiadis K (2006), “Earthquake Analysis of Isotropic Asymmetric Multistory Buildings,” The Structural Design of Tall and Special Buildings, 15(4): 417–443.
4. Bianchi F, Lucchini A, Maddaloni G, Magliulo G, Marino I, Martinelli E, Monti G, Petti L, Saetta A and Spacone E (2007), “Seismic Vulnerability Assessment of Existing RC Buildings Using the New Italian Seismic Code,” Proceedings of the Eccomas Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Rethymno, Crete, Greece, 13–16 June 2007.
5. CEN (2004), Eurocode 8: Design of Structures for Earthquake Resistance — Part 1: General Rules, Seismic Actions and Rules for Buildings, EN 1998-1, Brussels, Belgium.