Une methode de diagramme unitaire de force appliquée aux efforts hydrodynamiques transitoires sur des barrages soumis à des séismes donnés

Jaw Fang Lee, Chuen Sheng Yang

研究成果: Article同行評審

1 引文 斯高帕斯(Scopus)

摘要

The calculations of transient hydrodynamic forces acting on dams subjected to arbitrary earthquakes are considered. A simple computational method based on the unit force hydrograph and the principle of linear superposition is proposed. The unit force hydrograph is calculated from analytic solution of a unit earthquake with a unit duration. Two test examples of earthquakes, one a linear earthquake with a finite duration and the other the EL Centro earthquake, are considered. The present results are compared with other analytic hydrodynamic solutions, and the comparisons show that the present computational method can predict very well the hydrodynamic forces acting on dams.

貢獻的翻譯標題Unit force hydrograph method for transient hydrodynamics forces on dams subjected to arbitrary earthquakes
原文French
頁(從 - 到)197-210
頁數14
期刊Journal of Hydraulic Research
30
發行號2
DOIs
出版狀態Published - 1992 三月

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Water Science and Technology

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