000011925 001__ 11925
000011925 005__ 20141205160001.0
000011925 04107 $$aeng
000011925 046__ $$k2008-10-12
000011925 100__ $$aTruong, Bryant
000011925 24500 $$aShear Strength of Straw Bale Plasters

000011925 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011925 260__ $$b
000011925 506__ $$arestricted
000011925 520__ $$2eng$$aExperimental studies are beginning to provide the necessary data to support the development of seismic design provisions for straw bale wall construction. A series of tests were undertaken to characterize the shear strength of several different plasters used in straw bale wall construction: an earthen plaster, a lime plaster, and a cement plaster (stucco). The plaster shear strengths, which are expected to vary with f’c in the case of earthen plasters and √f’c in the case of cement plaster, where f’c= cube compression strength, are determined for unreinforced plasters subjected to monotonic shear and for reinforced plasters subjected to both monotonic and reversed cyclic shear displacement histories. Described in this paper is a panel shear test apparatus developed for this work and results for the earthen plaster.

000011925 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011925 653__ $$aStraw bale, plaster, panel shear strength

000011925 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011925 720__ $$aTruong, Bryant$$iVillareal-Montes, Carla$$iSingh, Sukhmander$$iAschheim, Mark
000011925 8560_ $$ffischerc@itam.cas.cz
000011925 8564_ $$s790700$$uhttps://invenio.itam.cas.cz/record/11925/files/12-01-0246.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0246.
000011925 962__ $$r9324
000011925 980__ $$aPAPER