000011221 001__ 11221
000011221 005__ 20141205155848.0
000011221 04107 $$aeng
000011221 046__ $$k2008-10-12
000011221 100__ $$aOmidinasab, Fereydoon
000011221 24500 $$aSeismic Vulnerability of Elevated Water Tanks Using Performance Based-Design

000011221 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011221 260__ $$b
000011221 506__ $$arestricted
000011221 520__ $$2eng$$aLiquid tanks and especially the elevated tanks are structures of high importance which are considered as the main lifeline elements that should be capable of keeping the expected performance. i.e. operation during and after earthquakes. Thus, researchers, in recent years, have focused on studying the seismic behavior of these tanks. Many researches have been done on the behavior, analysis, and design of seismic tanks, particularly ground tanks, while only a few of these researches have concerned with the elevated tanks and even less with the reinforced concrete elevated tanks. In this research, a sample of a reinforced concrete elevated water tank, with 900 cube meters under seven earthquake records have been studied and analyzed in dynamic time history and the tank’s responses including base shear, overturning moment, tank displacement, and sloshing displacement under these seven record have been calculated, and then the results have been compared and contrasted.

000011221 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011221 653__ $$aElevated water tank, Vulnerability, Performance-based design

000011221 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011221 720__ $$aOmidinasab, Fereydoon$$iShakib, Hamzeh
000011221 8560_ $$ffischerc@itam.cas.cz
000011221 8564_ $$s419127$$uhttps://invenio.itam.cas.cz/record/11221/files/06-0038.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 06-0038.
000011221 962__ $$r9324
000011221 980__ $$aPAPER