SciELO - Scientific Electronic Library Online

 
vol.41 número2-3Confiabilidad del Método de la Torsión Estática de la Norma Sismorresistente VenezolanaHuella y obra de Ramón Espinal Vallenilla un nuevo aniversario de la Fundación del Imme índice de autoresíndice de assuntospesquisa de artigos
Home Pagelista alfabética de periódicos  

Serviços Personalizados

Journal

Artigo

Indicadores

Links relacionados

  • Não possue artigos similaresSimilares em SciELO

Compartilhar


Boletín Técnico

versão impressa ISSN 0376-723X

Resumo

CASTILLA, Enrique  e  MARINILLI, Angelo. RECENT EXPERIMENTS WITH CONFINED CONCRETE BLOCK MASONRY WALLS . IMME [online]. 2003, vol.41, n.2-3, pp.28-39. ISSN 0376-723X.

This paper summarizes the results of test performed at IMME of UCV on nine full- scale confined masonry load-bearing walls subjected to alternating and increasing horizontal loads. Variables, such as the type of block, aspect ratio and gravity load were considered. The results obtained are given in terms of capacity to dissipate energy by non-linearity of the materials, stiffness degradation, ductility, and drift limits. The effectiveness of this component was also measured against that of elasto-perfectly-plastic systems. Some design proposals that could possibly be used as standard for structural masonry are also presented.

Palavras-chave : confined masonry walls; concrete blocks; earthquake resistant design; full-scale test; ductility; energy dissipation; stiffness degradation.

        · resumo em Espanhol     · texto em Espanhol