Show simple item record

contributor authorRihui Yang
contributor authorC. S. Tsai
contributor authorG. C. Lee
date accessioned2017-05-08T22:22:52Z
date available2017-05-08T22:22:52Z
date copyrightAugust 1993
date issued1993
identifier other43768420.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79119
description abstractAn explicit time‐domain transmitting boundary is presented for far‐field modeling in the three‐dimensional (3D) analysis of dam‐reservoir interactions. This transmitting boundary is a semianalytical solution of the governing wave equation of the far field with the assumption that the ground motion is uniform along the upstream direction. By using this transmitting boundary, radiation condition and water compressibility can readily be incorporated in the analysis. Therefore, the finite‐element method (FEM) can be used to accurately analyze a dam‐reservoir system while maintaining its efficiency in time‐domain analysis. The transmitting boundary includes vertical and cross‐stream ground motions in the far field. Hence, the near field size can be as small as geometry and nonlinearity allow. This transmitting boundary is more efficient that the implicit one presented by Tsai and Lee in 1990, also because only a few eigenmodes are employed. Numerical results have excellent agreement with the analytical solutions available.
publisherAmerican Society of Civil Engineers
titleFar‐Field Modeling in 3D Dam‐Reservoir Interaction Analysis
typeJournal Paper
journal volume119
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1993)119:8(1615)
treeJournal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 008
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record