Load-Path Influence in the Response of RC Buildings Subjected to Biaxial Horizontal Loadings: Numerical Study

• Tipo: Artigo em Revista Científica Internacional
• Data: 2018-04-04

Autores

André Furtado (Autor) FEUP; Hugo Rodrigues (Autor) Outra; António Arêde (Autor) FEUP

Revista

Título: International Journal of Civil Engineering

Vol. 16 Nº 7

Páginas: 739-755

ISSN: 1735-0522

Editora: Springer Nature

Indexação

ISI Web of Knowledge - 2 Citações

Scopus - 2 Citações

Classificação Científica

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

FOS: Ciências da engenharia e tecnologias > Engenharia civil

Outras Informações

ID Authenticus: P-00R-A7P

DOI: 10.1007/s40999-017-0215-6

Abstract (EN): The study of the reinforced concrete (RC) columns' response to horizontal loads is of full importance to understand how earthquakes affect the integrity of structures, essentially those already built and especially vulnerable to this type of action, as is the case with many existing buildings on significant seismic activity zones which are not adequately prepared for that eventuality. Consequently, there is also the need to perform a significant number of experimental and numerical studies to understand how much the columns resistance is affected by the horizontal loading path combined with axial load. The present study focus on the comparison between the RC columns response when subjected to uniaxial and biaxial loading through a literature review of the experimental test data results. Additionally, a parametric study was performed to analyze the load-path influence in the columns response. Non-linear static pushover analysis were performed in more than 36 columns with different cross-sections, reinforcement ratios and axial load ratio, performing a total of 1300 analysis. The numerical results will be presented in terms of capacity curves, maximum strength comparison between the uniaxial and the biaxial response and several ratios were also determined to a do a better comparison.

Idioma: Inglês

Tipo (Avaliação Docente): Científica

Nº de páginas: 17