Seismic performance improvement of stone masonry buildings in mud mortar

Pun, R; Samali, B; Valipour, H

Seismic performance improvement of stone masonry buildings in mud mortar

Pun, R Samali, B

Valipour, H

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Publication Type:: Conference Proceeding
Citation:: From Materials to Structures: Advancement Through Innovation - Proceedings of the 22nd Australasian Conference on the Mechanics of Structures and Materials, ACMSM 2012, 2013, pp. 479 - 484
Issue Date:: 2013-08-12

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Field	Value	Language
dc.contributor.author	Pun, R	en_US
dc.contributor.author	Samali, B https://orcid.org/0000-0002-3426-7745	en_US
dc.contributor.author	Valipour, H	en_US
dc.date.issued	2013-08-12	en_US
dc.identifier.citation	From Materials to Structures: Advancement Through Innovation - Proceedings of the 22nd Australasian Conference on the Mechanics of Structures and Materials, ACMSM 2012, 2013, pp. 479 - 484	en_US
dc.identifier.isbn	9780415633185	en_US
dc.identifier.uri	http://hdl.handle.net/10453/31566
dc.description.abstract	In this paper, a new reinforcement method suitable for stone masonry houses built with mud mortar is presented. The effectiveness of such reinforcement system has been observed by bending strength test of rubble wall specimens prepared in the laboratory. Flexural strength test results with this intervention have shown that the wall can have large deformation without significant loss of strength. Such property is highly desired in buildings for resisting seismic loads. With due consideration to applicability and affordability of potential users, this technique seems as one of the best options for improving the seismic performance of the type of buildings under consideration. © 2013 Taylor & Francis Group.	en_US
dc.relation.ispartof	From Materials to Structures: Advancement Through Innovation - Proceedings of the 22nd Australasian Conference on the Mechanics of Structures and Materials, ACMSM 2012	en_US
dc.title	Seismic performance improvement of stone masonry buildings in mud mortar	en_US
dc.type	Conference Proceeding
utslib.for	0905 Civil Engineering	en_US
dc.location.activity	Sydney, Australia
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US

Abstract:

In this paper, a new reinforcement method suitable for stone masonry houses built with mud mortar is presented. The effectiveness of such reinforcement system has been observed by bending strength test of rubble wall specimens prepared in the laboratory. Flexural strength test results with this intervention have shown that the wall can have large deformation without significant loss of strength. Such property is highly desired in buildings for resisting seismic loads. With due consideration to applicability and affordability of potential users, this technique seems as one of the best options for improving the seismic performance of the type of buildings under consideration. © 2013 Taylor & Francis Group.

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http://hdl.handle.net/10453/31566