EXPLICIT TIME-DOMAIN TRANSMITTING BOUNDARY FOR DAM-RESERVOIR INTERACTION ANALYSIS

被引:9
|
作者
YANG, R
TSAI, CS
LEE, GC
机构
[1] Department of Civil Engineering, School of Engineering and Applied Sciences, State University of New York at Buffalo, Buffalo, New York
关键词
D O I
10.1002/nme.1620361102
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An explicit time-domain transmitting boundary for the analysis of dam-reservoir interactions is presented. This transmitting boundary is a semi-analytical solution of the governing wave equation of the far field of the reservoir. By using this transmitting boundary, the radiation condition and water compressibility can readily be incorporated in the time-domain analysis of dam reservoir systems. Therefore, the finite element method can be used to accurately analyse a dam-reservoir system including the semi-infinite reservoir while maintaining its efficiency in time-domain analysis. Numerical results have excellent agreement with the available analytical solution. Results also show that the proposed explicit transmitting boundary is more efficient computationally than the implicit transmitting boundary presented by Tsai and Lee.
引用
收藏
页码:1789 / 1804
页数:16
相关论文
共 50 条
  • [41] A SEMIANALYTICAL METHOD FOR TIME-DOMAIN ANALYSES OF DAM RESERVOIR INTERACTIONS
    TSAI, CS
    LEE, GC
    KETTER, RL
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1990, 29 (05) : 913 - 933
  • [42] HYDRODYNAMIC-STIFFNESS MATRIX BASED ON BOUNDARY ELEMENTS FOR TIME-DOMAIN DAM-RESERVOIR-SOIL ANALYSIS.
    Wepf, Dieter H.
    Wolf, John P.
    Bachmann, H.
    Earthquake Engineering & Structural Dynamics, 1988, 16 (03): : 417 - 432
  • [43] Nonlinear Dam-Reservoir Dynamic Interaction Analysis arising from Acoustic Cavitation
    Kalateh, F.
    Attarnejad, R.
    PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY, 2010, 94
  • [44] Dynamic analysis of concrete gravity dam-reservoir systems by wavenumber approach in the frequency domain
    Lotfi, Vahid
    Samii, All
    EARTHQUAKES AND STRUCTURES, 2012, 3 (3-4) : 533 - 548
  • [45] Representation of radiation damping in a dam-reservoir interaction analysis based on a rational stiffness approximation
    Birk, Carolin
    Ruge, Peter
    COMPUTERS & STRUCTURES, 2007, 85 (11-14) : 1152 - 1163
  • [46] A time-domain model of a semi-infinite fluid-channel for dam reservoir interaction analyses
    Birk, C.
    Ruge, P.
    Structural Dynamics - EURODYN 2005, Vols 1-3, 2005, : 1355 - 1360
  • [47] FAR-FIELD MODELING IN 3D DAM-RESERVOIR INTERACTION ANALYSIS
    YANG, RH
    TSAI, CS
    LEE, GC
    JOURNAL OF ENGINEERING MECHANICS, 1993, 119 (08) : 1615 - 1631
  • [48] A Novel Method for Modal Analysis of Dam-Reservoir Systems
    Rezaiee-Pajand, M.
    Kazemiyan, M. S.
    Mirjalili, Z.
    CIVIL ENGINEERING INFRASTRUCTURES JOURNAL-CEIJ, 2024, 57 (01): : 33 - 59
  • [49] The direct coupled model for dam-reservoir dynamic interaction analysis based on high-order doubly asymptotic open boundary
    Gao Yi-Chao
    Xu Yan-Jie
    Jin Feng
    Wang Xiang
    CHINESE JOURNAL OF GEOPHYSICS-CHINESE EDITION, 2013, 56 (12): : 4189 - 4196
  • [50] Experimental study on impact of dam-reservoir interaction on dynamic failure mechanism of arch dam
    Zhang Y.
    Feng X.
    Qi H.
    Fan Z.
    Shuili Xuebao/Journal of Hydraulic Engineering, 2020, 51 (10): : 1299 - 1306