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