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Structural Integrity and Durability of Structures Views: 559 Downloads: 897 Vol. 16, No. 60 (2022) March 25, 2022 pp. 464-487

Structural and seismic vulnerability assessment of the Santa Maria Assunta Cathedral in Catanzaro (Italy): classical and advanced approaches for the analysis of local and global failure mechanisms

Fabrizio Greco, Daniele Gaetano, Lorenzo Leonetti, Paolo Lonetti, Arturo Pascuzzo, Aurora Skrame

The evaluation of the seismic vulnerability of existing buildings is becoming very significant nowadays, especially for ancient masonry structures, that represent the cultural and historical heritage of our countries. In this research, the…

10.3221/IGF-ESIS.60.32

Details: Structural and seismic vulnerability assessment of the Santa Maria Assunta Cathedral in Catanzaro (Italy): classical and advanced approaches for the analysis of local and global failure mechanisms PDF Visual Abstract

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Structural Integrity and Durability of Structures Views: 838 Downloads: 774 Vol. 16, No. 61 (2022) June 19, 2022 pp. 394-409

Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code

Abdallah Yacine Rahmani, Said Hicham Boukhalkhal, Mohamed Badaoui

The Algerian seismic code assumes that the beam-column joints in monolithic reinforced concrete (RC) buildings are fully rigid. However, many experiments have proven the existence of relative rotations in these connections, and then the…

10.3221/IGF-ESIS.61.26

Details: Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code PDF Visual Abstract

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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

Details: An interface-based microscopic model for the failure analysis of masonry structures reinforced with timber retrofit solutions PDF Visual Abstract

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Structural and seismic vulnerability assessment of the Santa Maria Assunta Cathedral in Catanzaro (Italy): classical and advanced approaches for the analysis of local and global failure mechanisms

Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code

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