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International Journal of Architectural Heritage
Conservation, Analysis, and Restoration
Volume 13, 2019 - Issue 3: SPECIAL ISSUE ON HISTORIC METAL TIE-RODS
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Articles

Earthquakes and Tie-Rods: Assessment, Design, and Ductility Issues

Stefano PodestàDICCA, Department of Civil, Chemical and Environmental Engineering, Polytechnic School, University of Genoa, Genoa, Italy
&
Lorenzo ScandoloDICCA, Department of Civil, Chemical and Environmental Engineering, Polytechnic School, University of Genoa, Genoa, ItalyCorrespondence[email protected]
Pages 329-339 | Received 06 Jun 2018, Accepted 09 Dec 2018, Published online: 30 Jan 2019

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Nicolò Damiani, M. Miglietta, G. Guerrini & F. Graziotti. (2023) Numerical Assessment of the Seismic Performance of a Timber Retrofit Solution for Unreinforced Masonry Buildings. International Journal of Architectural Heritage 17:1, pages 114-133.
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Gabriele Guerrini, Ilaria Senaldi, Francesco Graziotti, Guido Magenes, Katrin Beyer & Andrea Penna. (2019) Shake-Table Test of a Strengthened Stone Masonry Building Aggregate with Flexible Diaphragms. International Journal of Architectural Heritage 13:7, pages 1078-1097.
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Articles from other publishers (13)

Veronica Follador, Pietro Carpanese, Marco Donà, Sara Alfano, Serena Cattari, Sergio Lagomarsino & Francesca da Porto. (2023) Comparison of Fragility Sets to Assess the Effectiveness of Retrofit Interventions on Masonry Buildings in Italy. Buildings 13:12, pages 2937.
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Veronica Follador, Pietro Carpanese, Marco Donà & Francesca da Porto. (2023) Effect of retrofit interventions on seismic fragility of Italian residential masonry buildings. International Journal of Disaster Risk Reduction 91, pages 103668.
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C. Casapulla, A. Maione, F. Ceroni, A. Prota & M. Di Ludovico. (2023) Limit analysis and design-oriented approach for out-of-plane loaded masonry walls strengthened by grouted anchors. Engineering Structures 285, pages 115991.
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Gabriele Guerrini, Nicolò Damiani, Marco Miglietta & Francesco Graziotti. (2023) Numerical simulation of a timber retrofit solution for unreinforced masonry buildings. Procedia Structural Integrity 44, pages 1877-1884.
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Omar AlShawa, Fabrizio Mollaioli, Laura Liberatore, Domenico Liberatore & Luigi Sorrentino. (2023) Effect of ground-motion sequences on a unreinforced masonry wall restrained by an elasto-plastic tie-rod. Procedia Structural Integrity 44, pages 1403-1410.
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Giorgia Cianchino, Maria Giovanna Masciotta, Clara Verazzo & Giuseppe Brando. (2022) An Overview of the Historical Retrofitting Interventions on Churches in Central Italy. Applied Sciences 13:1, pages 40.
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Maria Valluzzi, Luca Sbrogiò & Ylenia Saretta. (2021) Intervention Strategies for the Seismic Improvement of Masonry Buildings Based on FME Validation: The Case of a Terraced Building Struck by the 2016 Central Italy Earthquake. Buildings 11:9, pages 404.
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Gabriele Guerrini, Christian Salvatori, Ilaria Senaldi & Andrea Penna. (2021) Experimental and Numerical Assessment of Seismic Retrofit Solutions for Stone Masonry Buildings. Geosciences 11:6, pages 230.
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Gabriele Guerrini, Nicolò Damiani, Marco Miglietta & Francesco Graziotti. (2021) Cyclic response of masonry piers retrofitted with timber frames and boards. Proceedings of the Institution of Civil Engineers - Structures and Buildings 174:5, pages 372-388.
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Yaser Yehya Amin Abdel-Aty. (2021) Roles of timber tie-rods to reduce seismic vulnerability of historical buildings in Egypt. Proceedings of the Institution of Civil Engineers - Structures and Buildings 174:5, pages 418-430.
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Domenico Camassa, Anna Castellano, Aguinaldo Fraddosio, Giuseppe Miglionico & Mario Daniele Piccioni. (2021) Dynamic Identification of Tensile Force in Tie-Rods by Interferometric Radar Measurements. Applied Sciences 11:8, pages 3687.
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Anna De Falco, Carlo Resta & Giacomo Sevieri. (2021) Sensitivity analysis of frequency-based tie-rod axial load evaluation methods. Engineering Structures 229, pages 111568.
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Grigor Angjeliu, Dario Coronelli, Giuliana Cardani & Thomas Boothby. (2020) Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral. Engineering Structures 206, pages 109690.
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