Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data

Author:

Diaferio Mariella,Foti Dora,Potenza Francesco

Funder

Italian Government

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Serviceability and damage scenario in irregular RC structures: post-earthquake observations and modelling predictions;Ceci;J Perform Construct Facil,2013

2. Swinging-bell resonances and their cancellation identified by dynamical testing in a modern bell tower;Lepidi;Eng Struct,2009

3. Comparative study of vibration-based parametric identification techniques for a three-dimensional frame structure;Antonacci;Struct Control Health Monit,2012

4. Empirical formulation for estimating the fundamental frequency of slender masonry structures;Shakyaa;Int J Archit Heritage: Conserv, Anal, Restorat,2016

5. Ferraioli M, Mandara A, Abbruzzase D, Miccoli L. Dynamic identification and seismic safety of masonry bell towers. In: Proceedings of the XIV ANIDIS – L’Ingegneria Sismica in Italia, 18–22 September 2011, Bari, Italy; 2011.

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