000012296 001__ 12296
000012296 005__ 20141205160039.0
000012296 04107 $$aeng
000012296 046__ $$k2008-10-12
000012296 100__ $$aZhang, Liaojun
000012296 24500 $$aSeismic Response Analysis of the Underwater High-Rise Independent Intake Tower

000012296 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012296 260__ $$b
000012296 506__ $$arestricted
000012296 520__ $$2eng$$aIn this study, the seismic response of the high-rise intake tower in the spillway tunnel of a hydropower station is analyzed. The intake tower is in underwater and independent. The commercial finite element software ANSYS is used to develop a 3D dynamic finite element analysis model of structure-water-foundation. A simulation method of hydrodynamic pressure of the underwater intake tower is studied. The dynamic characteristic of the underwater intake tower is analyzed. Time history analysis method is used to calculate the seismic response of the intake tower structure under the horizontal earthquake. The most unfavorable position of the intake tower for earthquake occurrence is given and the corresponding shock absorption measures is provided. The results provide science reference for the engineering design.

000012296 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012296 653__ $$aunderwater,intake tower, high-rise, seismic response, time history analysis

000012296 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012296 720__ $$aZhang, Liaojun$$iWu, Zuoguo$$iYe, Shangfang$$iZhang, Huixing
000012296 8560_ $$ffischerc@itam.cas.cz
000012296 8564_ $$s915814$$uhttps://invenio.itam.cas.cz/record/12296/files/S13-079.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S13-079.
000012296 962__ $$r9324
000012296 980__ $$aPAPER