In this paper we consider the longitudinal and trasversal vibrations of the masonry beams and arches. The basic motivation is the seismic vulnerability analysis of masonry structures that can be modeled as monodimensional elements. As an illustration, two numerical examples (slender masonry towers and masonry arch) are presented with the applied forces corresponding to the acceleration in the earthquake in Emilia Romagna in May 29, 2012.
On the dynamics of viscous masonry beams / Lucchesi, Massimiliano; Pintucchi, Barbara Lorenza; Zani, Nicola. - In: CONTINUUM MECHANICS AND THERMODYNAMICS. - ISSN 0935-1175. - STAMPA. - 27:(2015), pp. 349-365. [10.1007/s00161-014-0352-y]
On the dynamics of viscous masonry beams
Lucchesi, Massimiliano;Pintucchi, Barbara Lorenza;Zani, Nicola
2015
Abstract
In this paper we consider the longitudinal and trasversal vibrations of the masonry beams and arches. The basic motivation is the seismic vulnerability analysis of masonry structures that can be modeled as monodimensional elements. As an illustration, two numerical examples (slender masonry towers and masonry arch) are presented with the applied forces corresponding to the acceleration in the earthquake in Emilia Romagna in May 29, 2012.
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