000009971 001__ 9971
000009971 005__ 20141205154135.0
000009971 04107 $$aeng
000009971 046__ $$k2008-10-12
000009971 100__ $$aFan, Shuli
000009971 24500 $$aInvestigations into Seismic Failure of High Arch Dam Based on Shaking Table Experiments and Numerical Simulation

000009971 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009971 260__ $$b
000009971 506__ $$arestricted
000009971 520__ $$2eng$$aA series of shaking table tests was performed on several small-scaled models of an arch dam of 210 m in height using a suitable model material. The purpose of the tests was to assess the possible failure mechanisms of medium to high arch dams and its behaviors under strong earthquakes. The studies on the shape, position, occurrence conditions and influence factors of dynamic cracks in dam body have been conducted in combination with shaking model test and numerical analysis using an elastic damage constitutive model. The results of the numerical simulations indicate final failures of model dam calculated using the double lines damage model of residual strength are in agreement with the test results. The cracks normally appeared near the top of arch crown and one-quarter points of both sides

000009971 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009971 653__ $$aarch dam, shaking table, cracking, damage, seismic properties

000009971 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009971 720__ $$aFan, Shuli$$iChen, Jianyun$$iWang, Jianyong
000009971 8560_ $$ffischerc@itam.cas.cz
000009971 8564_ $$s762075$$uhttps://invenio.itam.cas.cz/record/9971/files/12-03-0003.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-03-0003.
000009971 962__ $$r9324
000009971 980__ $$aPAPER