000011304 001__ 11304
000011304 005__ 20141205155857.0
000011304 04107 $$aeng
000011304 046__ $$k2008-10-12
000011304 100__ $$aPasbani-Khiavi, Majid
000011304 24500 $$aDam-Reservoir Interaction Analysis Using Finite Element Model

000011304 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011304 260__ $$b
000011304 506__ $$arestricted
000011304 520__ $$2eng$$aIn this paper, dam-reservoir interaction is analyzed using finite element approach. The reservoir fluid domain is assumed to be incompressible and inviscid. In the derivation of boundary conditions, it is assumed that the interface of dam and reservoir is vertical. Moreover, bottom of reservoir is assumed to be rigid and horizontal. The governing equation with related boundary conditions is implemented in the finite element code considering horizontal and vertical earthquake components. The weighted residual standard galerkin method with 8-node elements is used for developing finite element model. Both sommerfeld boundary condition and perfect damping boundary condition are developed for truncating surface of unbounded fluid domain and the results of two boundary conditions are compared with analytical results.

000011304 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011304 653__ $$aInteraction, finite element, hydrodynamic pressure, earthquake, dam

000011304 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011304 720__ $$aPasbani-Khiavi, Majid$$iMostafa Gharabaghi, Ahmad Reza$$iAbedi, Karim
000011304 8560_ $$ffischerc@itam.cas.cz
000011304 8564_ $$s202962$$uhttp://invenio.itam.cas.cz/record/11304/files/S13-053.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S13-053.
000011304 962__ $$r9324
000011304 980__ $$aPAPER