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| dc.contributor.author | Hacer Bilir Ozhan; Department of Civil Engineering, Bursa Orhangazi University | |
| dc.contributor.author | Ismail H. Cagatay; Department of Civil Engineering, Cukurova University | |
| dc.date | 2013-06-14 09:22:20 | |
| dc.date.accessioned | 2013-07-15T11:48:54Z | |
| dc.date.accessioned | 2015-11-23T16:10:14Z | |
| dc.date.available | 2013-07-15T11:48:54Z | |
| dc.date.available | 2015-11-23T16:10:14Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/iscce/iscce2012/paper/view/623 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/682 | |
| dc.description.abstract | Structural design in masonry requires a clear understanding of the behaviour of the compositeunit-mortar material under various stress conditions.The characteristics of brick masonry are influenced by the properties of bricks and mortar.This study has been investigated in two parts. Firstly, this paper, attempts at studying the properties of brick masonry using different bricks of Turkey with various types of mortars.The strength and elastic modulus of brick masonry under uniform concentric vertical loadshave been evaluated for strong-brick soft-mortar and soft-brick strong-mortar combinations.Various sizes of panels have been tested during these experiments to study the size effect and different bonding arrangements. The failure mechanisms of such specimens have been studied. Attempts are also made to derive empirical relationships for masonry strength as afunction of brick and mortar strength in the Turkey context. | |
| dc.format | application/pdf | |
| dc.language | en | |
| dc.publisher | International Student Conference of Civil Engineering | |
| dc.rights | Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference. | |
| dc.source | International Student Conference of Civil Engineering; International Student Conference of Civil Engineering | |
| dc.subject | Brick; brick masonry; mortar; masonry compressive strength; modulus of elasticity | |
| dc.title | Strength And Elasticity Of Brick Masonry Prisms | |
| dc.type | Peer-reviewed Paper |
