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Integrity of materials and structures Views: 1,353 Downloads: 368 Vol. 18, No. 70 (2024) September 1, 2024 pp. 210-226

An interface-based microscopic model for the failure analysis of masonry structures reinforced with timber retrofit solutions

Fabrizio Greco, Lorenzo Leonetti, Paolo Lonetti, Paolo Nevone Blasi, Arturo Pascuzzo, Giacinto Porco

This paper presents a refined Finite Element (FE) modeling strategy for analyzing the failure behavior of regular masonry structures reinforced with timber-based retrofit solutions. The proposed model schematizes the masonry as brick…

10.3221/IGF-ESIS.70.12

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SI: Crack Paths Views: 657 Downloads: 520 Vol. 13, No. 48 (2019) February 25, 2019 pp. 97-104

Experimental characterization of fiber-reinforced cementitious mortar under tension

Patrizia Bernardi, Roberto Cerioni, Daniele Ferretti, Filippo Leurini, Elena Michelini

This work focuses on the mechanical characterization of the inorganic matrix used for Fiber-Reinforced Cementitious Matrix (FRCM) composites, nowadays widely used to retrofit existing reinforced concrete and masonry structures. While…

10.3221/IGF-ESIS.48.12

Details: Experimental characterization of fiber-reinforced cementitious mortar under tension PDF Visual Abstract

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Impact & Dynamics Views: 1,075 Downloads: 681 Vol. 17, No. 64 (2023) March 21, 2023 pp. 104-120

Efficiency of shape memory alloy seismic restrainers for several conditions of bridge joints

Mohamed Hamdy El-Feky, Atef Eraky, Alaa M. Sharabash

Movement joints are needed in bridges to accommodate longitudinal expansion and contraction. Enough joint width needs to be available to accommodate not only longitudinal expansion but also expected movements of joints during earthquakes.…

10.3221/IGF-ESIS.64.07

Details: Efficiency of shape memory alloy seismic restrainers for several conditions of bridge joints PDF Visual Abstract

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SI: Fracture and Damage Detection in Masonry Structures Views: 1,081 Downloads: 493 Vol. 14, No. 51 (2020) December 3, 2019 pp. 398-409

Retrofit assessment of masonry buildings through simplified structural analysis

Mariateresa Guadagnuolo, Marianna Aurilio, Giuseppe Faella

The current seismic prevention strategy is based on a unitary approach aimed at a risk mitigation, also at territorial level. The Italian guidelines for the assessment and mitigation of seismic risk of cultural heritage provides…

10.3221/IGF-ESIS.51.29

Details: Retrofit assessment of masonry buildings through simplified structural analysis PDF Visual Abstract

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An interface-based microscopic model for the failure analysis of masonry structures reinforced with timber retrofit solutions

Experimental characterization of fiber-reinforced cementitious mortar under tension

Efficiency of shape memory alloy seismic restrainers for several conditions of bridge joints

Retrofit assessment of masonry buildings through simplified structural analysis