Experimental cyclic tests of hollow piers with different retrofit strategies

• Tipo: Artigo em Livro de Atas de Conferência Internacional
• Data: 2013

Autores

Pedro Delgado (Autor) Outra; Patrício Rocha (Autor) Outra; António Arêde (Autor) FEUP; Nelson Vila Pouca (Autor) FEUP; Aníbel Costa (Autor) Outra; Raimundo Delgado (Autor) FEUP

Ata de Conferência Internacional

Título: ECCOMAS Thematic Conference - COMPDYN 2013: 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference

Páginas: 2514-2523

4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2013

Kos Island, 12 June 2013 through 14 June 2013

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-009-ACS

Abstract (EN): An experimental cyclic campaign of RC hollow piers has being carried out in the Laboratory for Earthquake and Structural Engineering (LESE) of the Faculty of Engineering of University of Porto (FEUP), aiming to establish, among other purposes, a strategy to retrofit RC hollow piers subjected to horizontal cyclic actions with axial load. The retrofit techniques intend to increase the shear strength and the ductility capacity through the application of CFRP sheets. The main objective of this paper is to evaluate and calibrate the efficiency of several retrofit solutions. The design criteria for the piers retrofit solutions and the different strategies for the practical application are presented, namely, the CFRP sheets for shear retrofit and CFRP base strip, with or without steel bars applied inside the hollow box, for ductility improvement, being the different types of retrofit grouped out in order to understand the main benefits of each one. Results of the experimental campaign allow to discuss and conclude about the efficiency of each retrofit solution, explicitly regarding the improvement of the shear strength and the ductility capacity.

Idioma: Inglês

Tipo (Avaliação Docente): Científica