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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

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Miscellanea Views: 923 Downloads: 336 Vol. 11, No. 39 (2017) December 15, 2016 pp. Pages 88-99

Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model

V. Salajka, J. Klouda

This article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance.…

10.3221/IGF-ESIS.39.10

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SI: Fracture and Damage Detection in Masonry Structures Views: 1,096 Downloads: 723 Vol. 14, No. 51 (2020) December 4, 2019 pp. 313-335

Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights

Francesco Clementi, Gabriele Milani, Angela Ferrante, Marco Valente, Stefano Lenci

The dynamic behaviour and the seismic vulnerability of the ancient civic tower of Amatrice, dramatically damaged by the last shocks sequence of 2016 that occurred in Central Italy, have been studied in this paper by means of advanced 3D…

10.3221/IGF-ESIS.51.24

Details: Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights PDF Visual Abstract

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Integrity of materials and structures Views: 940 Downloads: 388 Vol. 18, No. 69 (2024) April 20, 2024 pp. 71-88

Effectiveness of Partial Wrapping of Stainless-Steel Wire Mesh on Compression Behavior of Concrete Cylinders

Sunil Raiyani, Paresh Patel, S Suriya Prakash

Partial confinement can provide sufficient reinforcement to enhance the compressive strength and ductility of concrete with lesser confining material. This paper presents the results of an axial compression test conducted on eighteen plain…

10.3221/IGF-ESIS.69.06

Details: Effectiveness of Partial Wrapping of Stainless-Steel Wire Mesh on Compression Behavior of Concrete Cylinders PDF Visual Abstract

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SI: Design of Civil Environmental Engineering Views: 1,198 Downloads: 432 Vol. 12, No. 46 (2018) September 26, 2018 pp. 240-251

Management of multi-source information to identify the typology of the horizontal structures in historical masonry buildings: the case study of the Museum of Capodimonte in Naples (Italy)

Alessandra Maione, Luca Umberto Argiento, Claudia Casapulla, Andrea Prota

The evaluation of the seismic safety of ancient masonry buildings usually requires compounding the need of preservation of the historical values with the need of achieving a proper level of knowledge of the parameters influencing their…

10.3221/IGF-ESIS.46.22

Details: Management of multi-source information to identify the typology of the horizontal structures in historical masonry buildings: the case study of the Museum of Capodimonte in Naples (Italy) PDF Visual Abstract

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

Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model

Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights

Effectiveness of Partial Wrapping of Stainless-Steel Wire Mesh on Compression Behavior of Concrete Cylinders

Management of multi-source information to identify the typology of the horizontal structures in historical masonry buildings: the case study of the Museum of Capodimonte in Naples (Italy)