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Universidade do Minho: RepositoriUM
Report . 2003
Full-Text: https://repositorium.uminho.pt/bitstreams/4a00504f-9ab4-4fb2-a47a-5a1359523b7d/download
Data sources: Universidade do Minho: RepositoriUM
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Flexural behavior of reinforced masonry panels

descriptionPublicationkeyboard_double_arrow_right Report 01 May 2003 Portugal English Publisher:Universidade do Minho. Departamento de Engenharia Civil (DEC)
Authors: Oliveira, Juliana T.; Barros, Joaquim A. O.; Lourenço, Paulo B.; Bonaldo, Everaldo;

handle: 1822/13000

Flexural behavior of reinforced masonry panels

Abstract

To assess the flexural behavior of reinforced masonry panels, series of four point bending tests were carried out according to EN 1052-2 – “Methods of test for masonry – Part 2: Determination of flexural strength” (EN 1052-2 2000). The properties of the intervening materials (bricks, concrete and reinforcement) were also determined from experimental tests. In his report the tests are described and the results are presented and analyzed.

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
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