000009426 001__ 9426
000009426 005__ 20141205150204.0
000009426 04107 $$aeng
000009426 046__ $$k2008-10-12
000009426 100__ $$aAriga, Yoshiaki
000009426 24500 $$aFundamental Study on 3-D Analytical Method for Earthquake Behavior of Concrete Dam Against Surface Fault Displacement

000009426 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009426 260__ $$b
000009426 506__ $$arestricted
000009426 520__ $$2eng$$aSeveral dams constructed along the San Andreas Fault were damaged by the fault displacement during the San Francisco Earthquake in 1906. And, the Shih-Kang Dam was destroyed by the fault displacement during the Taiwan Chi-chi Earthquake in 1999. As for the seismic safety evaluation against strong earthquake motions, the analytical methods have been practically developed thus far. However, the analytical method for evaluating the safety against fault displacements has not been established yet. Then, I have devised the analytical method for evaluating the discontinuous behaviors of concrete dams by applying 3-D dynamic analysis method for coupled dam-joint-foundation-reservoir system in order to develop an evaluation method regarding the fault displacement. The applicability of the method proposed was examined by the analyses for concrete gravity dam.

000009426 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009426 653__ $$afault displacement, 3-D analysis, discontinuous behavior, concrete dam, safety

000009426 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009426 720__ $$aAriga, Yoshiaki
000009426 8560_ $$ffischerc@itam.cas.cz
000009426 8564_ $$s519317$$uhttps://invenio.itam.cas.cz/record/9426/files/S13-024.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S13-024.
000009426 962__ $$r9324
000009426 980__ $$aPAPER