1. Output-only analysis of structures with closely spaced poles;Agneni;Mechanical Systems and Signal Processing,2010
2. Agneni A., Balis Crema L. & Coppotelli G. (2003). Time and frequency domain model parameter estimation by output only functions, In Proceedings of international forum on aeroelasticity and structural dynamics, Amsterdam, NL.
3. Agneni, A., Brincker, R., & Capotelli, G. (2004). On modal parameter estimates from ambient vibration test. In B. Leuven (Ed.) Proceedings of international conference on noise and vibration engineering-ISMA 2004 (pp. 2239–2248).
4. Allemang, R. J. (1999). Vibrations: Experimental modal analysis, course notes, Seventh edition, Structural dynamics research laboratory, University of Cincinnati, OH. http://www.sdrl.uc.edu/course-info.html.
5. Allemang, R. J., & Brown, D. L. (2006), A complete review of the complex mode indicator function (CMIF) with applications, In Proceedings, International conference on noise and vibration engineering (p. 38), Katholieke Universiteit Leuven, Belgium.