Mariella Diaferio
- (2012): Ambient vibration testing, dynamic identification and model updating of a historic tower. In: NDT & E International, v. 47 (April 2012).
- (2010): Optimal design of a new seismic passive protection device made in aluminium and steel. In: Structural Engineering and Mechanics, v. 35, n. 1 (May 2010).
- (2020): A procedure for the seismic risk assessment of the cultural heritage. In: Bulletin of Earthquake Engineering, v. 19, n. 2 (October 2020).
- (2018): Resonances detected on a historical tower under bells’ forced vibrations. In: Frattura ed Integrità Strutturale, v. 12, n. 46 (September 2018).
- (2003): A "deformable section" model for the dynamics of suspension bridges (Part II). Nonlinear analysis and large amplitude oscillations. In: Wind & Structures, v. 6, n. 6 (December 2003).
- (2019): Modal identification of localised damage in beams and trusses: experimental and numerical results. In: International Journal of Advanced Structural Engineering, v. 11, n. 4 (November 2019).
- (2019): Analysis of a mock-up of a new sustainable easy-assembling modular arch. In: Structures, v. 19 (June 2019).
- (2013): Dynamic behavior of new aluminum-steel energy dissipating devices. In: Structural Control and Health Monitoring, v. 20, n. 7 (July 2013).
- (2016): Modal identification of damaged frames. In: Structural Control and Health Monitoring, v. 23, n. 1 (January 2016).
- (2017): Seismic risk assessment of Trani's Cathedral bell tower in Apulia, Italy. In: International Journal of Advanced Structural Engineering, v. 9, n. 3 (July 2017).
- (2003): Response of middle-rise steel frames with and without passive dampers to near-field ground motions. In: Engineering Structures, v. 25, n. 2 (January 2003).
- (2015): Mechanical behavior of buildings subjected to impulsive motions. In: Bulletin of Earthquake Engineering, v. 14, n. 3 (November 2015).
- (2018): Experimental Testing and Numerical Analysis of a Barrel Vault. In: Structures, v. 15 (August 2018).
- (2018): Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data. In: Engineering Structures, v. 156 (February 2018).
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