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SI: Fracture and Damage Detection in Masonry Structures Views: 694 Downloads: 431 Vol. 14, No. 51 (2020) December 4, 2019 pp. 356-375

Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction

Giuseppe Cocchetti, Egidio Rizzi

Departing from pioneering Heyman modern rational investigations on the purely-rotational collapse mode of least-thickness circular masonry arches, the hypothesis that joint friction shall be high enough to prevent inter-block sliding is…

10.3221/IGF-ESIS.51.26

Details: Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 581 Downloads: 451 Vol. 14, No. 54 (2020) September 23, 2020

On the lumped damage modelling of reinforced concrete beams and arches

Thalyson Brito, Danilo Santos, Fabio Santos, Rafael Cunha, David Amorim

The analysis of reinforced concrete structures can be performed by means of experiments or numerical studies. The first way is usually quite expensive, so the second one sometimes is a good option to understand the physical behaviour of…

10.3221/IGF-ESIS.54.01

Details: On the lumped damage modelling of reinforced concrete beams and arches PDF Visual Abstract

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SI: Fracture and Damage Detection in Masonry Structures Views: 766 Downloads: 588 Vol. 14, No. 51 (2020) December 11, 2019 pp. 423-441

Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses

Maria Giovanna Masciotta, Daniele Pellegrini, Daniele Brigante, Alberto Barontini, Paulo B. Lourenço, Maria Girardi, Cristina Padovani, Giovanni Fabbrocino

This paper aims to explore the dynamic behavior of a segmental masonry arch subjected to increasing horizontal displacements of one support. To this end, output-only dynamic identification techniques are first used to track the evolution…

10.3221/IGF-ESIS.51.31

Details: Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses PDF Visual Abstract

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Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction

On the lumped damage modelling of reinforced concrete beams and arches

Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses