In architectonics, the calculation of rectangular plate on elastic foundation, in common, is used by the finite element method and chart.It is difficult to obtain the universal analytic solution.
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释义
摘要在建筑结构设计中的局部均布荷载作用下非均匀弹性地基上矩形板的计算一般采用有限元法和图表,在理论上很难获得一般性的解析解。
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