Dynamic Response of FRCM Reinforced Masonry Arches

Anna Castellano; Aguinaldo Fraddosio; Jacopo Scacco; Gabriele Milani; Mario Daniele Piccioni

doi:10.4028/www.scientific.net/KEM.817.285

Paper Titles

Strengthening of Masonry Arches with FRCM Composites: A Review
p.251

Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control
p.259

Defining the Structurally Compatible Uses of Ancient Vaults: A Comparison between Traditional and Modern Modelling Approaches
p.267

On Collapse Behavior of Reinforced Masonry Domes under Seismic Loads
p.275

Dynamic Response of FRCM Reinforced Masonry Arches
p.285

Retrofit of Masonry Buildings through Seismic Dampers
p.293

First-Aid and Provisional Devices in Historical Structures with Collapse Risk after Seismic Shock
p.301

Advanced Seismic Analyses of “Apennine Churches” Stroked by the Central Italy Earthquakes of 2016 by the Non-Smooth Contact Dynamics Method
p.309

Masonry Spires: 3D Models to Understand their Seismic Vulnerability
p.317

HomeKey Engineering MaterialsKey Engineering Materials Vol. 817Dynamic Response of FRCM Reinforced Masonry Arches

Dynamic Response of FRCM Reinforced Masonry Arches

Abstract:

The problem of the dynamic behavior of masonry arches and vaults has gained increasing interest in recent years, since the key role of these structural elements in the masonry constructions, especially of historic interest. Despite this, the literature still lacks a sufficiently large number of contributions on this important subject, and this deficiency is even more marked for the case of reinforced masonry. In this context, the present paper shows and discusses some preliminary experimental results on full-scale dynamic tests on unreinforced and GFRCM-reinforced Apulian tuff masonry arches. The experiments have been performed by using a test bench appositely designed and built; the dynamic excitation consisted of a harmonic base motion with fixed amplitude and increasing frequency. The acceleration in suitable points of the arches, the base shear and the base motion have been continuously monitored during the tests.

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Periodical:

Key Engineering Materials (Volume 817)

Pages:

285-292

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.817.285

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Cite this paper

Online since:

August 2019

Authors:

Anna Castellano, Aguinaldo Fraddosio*, Jacopo Scacco, Gabriele Milani, Mario Daniele Piccioni

Keywords:

Arch, Dynamic Tests, Fiber Reinforced Cementitious Matrix (FRCM), Masonry

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* - Corresponding Author

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