000014231 001__ 14231
000014231 005__ 20161115100145.0
000014231 04107 $$aeng
000014231 046__ $$k2016-08-21
000014231 100__ $$aMamaghani, Mohammadhossein
000014231 24500 $$aNonlinear finite element analysis of adobe structures strengthened by synthetic nylons

000014231 24630 $$n24.$$p24th International Congress of Theoretical and Applied Mechanics - Book of Papers
000014231 260__ $$bInternational Union of Theoretical and Applied Mechanics, 2016
000014231 506__ $$arestricted
000014231 520__ $$2eng$$aAdobe (or air-dried mud) brick is one of the earliest construction materials used around the world. It is still being used quite extensively in some developing countries. Adobe structures are relatively simple and often designed only for gravity loads. When subject to high shear force from settlement or earthquake effect, shear cracks often develop, thereby severely compromising the integrity of the structure. This paper presents several methodologies for strengthening adobe structures. Nonlinear finite element used in conjunction with a pushover analysis is employed to assess the behavior of these strengthened structural systems. The effectiveness of these strengthening schemes is then compared and discussed. It is found that a strengthening system that makes use of both sheet and strap reinforcements is the most effective. However, other strengthening schemes are also quite promising in increasing the lateral load and energy absorbing capacities of adobe structures. PROBLEM

000014231 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000014231 653__ $$a

000014231 7112_ $$a24th International Congress of Theoretical and Applied Mechanics$$cMontreal (CA)$$d2016-08-21 / 2016-08-26$$gICTAM2016
000014231 720__ $$aMamaghani, Mohammadhossein
000014231 8560_ $$ffischerc@itam.cas.cz
000014231 8564_ $$s187987$$uhttps://invenio.itam.cas.cz/record/14231/files/PO.SM05-1.07.252.pdf$$yOriginal version of the author's contribution as presented on CD,  page 2131, code PO.SM05-1.07.252
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000014231 962__ $$r13812
000014231 980__ $$aPAPER