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Numerical Simulation on Oscillation-Sliding-Uplift Rock Coupled Motion of Caisson Breakwater Under Wave Excitation

机译:波激振荡下沉箱防护岩耦合运动的数值模拟

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摘要

Corresponding to the sliding and the overturning failure,the elementary motion modes of caisson breakwater include the horizontal-rotational oscillation coupled motion,the horizontal sliding-rotational oscillation coupled motion,the horizontal vibrating-uplift rocking coupled motion,and the horizontal sliding-uplift rocking coupled motion.The motion mode of a caisson will transform from one to another depending on the wave forces and the motion behaviors of the caisson.The numerical models of four motion modes of caisson are developed,and the numerical simulation procedure for joint motion process of various modes of caisson breakwater under wave excitation is presented and tested by a physical model experiment.It is concluded that the simulation procedure is reliable and can be applied to the dynamic stability analysis of caisson breakwaters.

著录项

  • 来源
    《中国海洋工程(英文版)》 |2010年第2期|207-218|共12页
  • 作者单位

    School of Civil Engineering Tianjin University Tianjin Key Laboratory of Harbor & Ocean Engineering Tianjin 300072 China;

    School of Civil Engineering Tianjin University Tianjin Key Laboratory of Harbor & Ocean Engineering Tianjin 300072 China;

    School of Civil Engineering Tianjin University Tianjin Key Laboratory of Harbor & Ocean Engineering Tianjin 300072 China;

  • 收录信息 中国科技论文与引文数据库(CSTPCD);
  • 原文格式 PDF
  • 正文语种 chi
  • 中图分类
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