Flexibility equations of the cantilever with inequable length elements are provided, the dynamic water pressure and foundation elasticity considered, and a relevant computer program is developed.
提供了不等间距的悬臂梁柔度计算公式，考虑了地震动水压力的作用与地基弹性的影响，研制了相应的计算程序。
Flexibility equations of the cantilever with inequable length elements are provided, the dynamic water pressure and foundation elasticity considered, and a relevant computer program is developed.
提供了不等间距的悬臂梁柔度计算公式，考虑了地震动水压力的作用与地基弹性的影响，研制了相应的计算程序。
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