Study of the behaviour of reinforced masonry wallets subjected to diagonal compression through numerical modelling

Shear walls are subjected to flexure and shear efforts in conjunction with compressive stresses associated to the gravity loads. In shear mode, diagonal cracks develop at the unit-mortar interface or both at the unit-mortar interface and through units as result of a biaxial tension-compression stres...

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Bibliographic Details
Main Author: Haach, V. G. (author)
Other Authors: Vasconcelos, Graça (author), Lourenço, Paulo B. (author)
Format: conferencePaper
Language:eng
Published: 2014
Subjects:
Shear
Diagonal compression tests
Trussed reinforcement
Numerical modelling
Engenharia e Tecnologia::Engenharia Civil
Online Access:http://hdl.handle.net/1822/30424
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/30424

Internet

http://hdl.handle.net/1822/30424

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