Out-of-plane testing of masonry infill walls made with lightweight concrete blocks

• Tipo: Artigo em Livro de Atas de Conferência Internacional
• Data: 2021-06-27

Autores

Marta Agante (Autor) Outra; André Furtado (Autor) FEUP; Hugo Rodrigues (Autor) Outra; António Arêde (Autor) FEUP; Paulo Fernandes (Autor) Outra; Humberto Varum (Autor) FEUP

Ata de Conferência Internacional

Título: COMPDYN Proceedings

Páginas: 1212-1222

8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2021

28 June 2021 through 30 June 2021

Indexação

Scopus - 0 Citações

Classificação Científica

CORDIS: Ciências Tecnológicas > Engenharia > Engenharia civil > Engenharia estrutural

FOS: Ciências da engenharia e tecnologias > Engenharia civil

Outras Informações

ID Authenticus: P-00V-VTG

Abstract (EN): The masonry infill walls are widely spread over the reinforced concrete buildings due to different demands. The buildings' thermal energy efficiency is a top priority nowadays since many of the existing building stock comprises buildings with low energy performance. The buildings' external envelope is suffering a transformation with the appearance of the vertical hollow concrete blocks with high thermal and acoustic demands. However, recent evidence from a strong earthquake shows that the masonry infill walls are vulnerable to out-of-plane loadings and were responsible for many casualties, injuries, and economic losses. Based on that, this work's main objective is to study the out-of-plane (OOP) behaviour of masonry infills made with vertical hollow concrete blocks. The experimental campaign comprises the OOP testing of three full-scale infill walls made up of these masonry units. One of them was as-built without previous damage, one with previous damage due to an earlier in-plane test and the third one retrofitted. All the tests consisted of applying the loading-unloading-reloading history of imposed displacements in the OOP direction through a uniformly distributed load. The results will be presented in terms of OOP force-displacement responses, deformed shapes, damage evolution, energy dissipation capacity and damping. Finally, the test results are compared to each other to assess the previous damage and the retrofit technique's effectiveness. © 2021 COMPDYN Proceedings.

Idioma: Inglês

Tipo (Avaliação Docente): Científica