吉林大学学报(工学版) ›› 2000, Vol. ›› Issue (3): 87-90.
杨敏1, 陈革强2
YANG Min1, CHEN Ge-qiang2
摘要: 建立了水流诱发长跨平板闸门顺水流方向弯曲振动自激响应的数学模型,通过试验确定了振动方程中的参数,达到可预报闸门振动的目的。计算值与实验值吻合,说明本文建立的数学模型基本上反映了平板闸门顺水流方向弯曲振动自激响应的内在机理。
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