000011800 001__ 11800
000011800 005__ 20141205155947.0
000011800 04107 $$aeng
000011800 046__ $$k2008-10-12
000011800 100__ $$aTakada, Shiro
000011800 24500 $$aFragility Function of Buried Pipelines Under High Level of Ground Motion with the Aid of Dem Analysis

000011800 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011800 260__ $$b
000011800 506__ $$arestricted
000011800 520__ $$2eng$$aSeismic damage estimation for buried pipeline has been done by using damage estimation formulae (fragility function) obtained by statistical data in the past earthquakes. However these functions are reliable up to the level of ground motion which is used for the development of formula. Moreover any theoretical or numerical calculation for the pipeline damage formulae does not exist. Here we propose a new method to obtain fragility functions of buried pipelines depending on the failure modes by applying a numerical simulation of DEM, which are compared with the past fragility functions.

000011800 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011800 653__ $$afragility function, buried pipeline, high level ground motion, DEM analysis, pipe joint

000011800 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011800 720__ $$aTakada, Shiro$$iKuwata, Yasuko$$iTanaka, Yuki
000011800 8560_ $$ffischerc@itam.cas.cz
000011800 8564_ $$s369006$$uhttps://invenio.itam.cas.cz/record/11800/files/06-0128.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 06-0128.
000011800 962__ $$r9324
000011800 980__ $$aPAPER