The present paper discusses a method of optimal design of the shallow shell with double curvature on the elastic foundation.
本文讨论位于弹性地基上的双曲率扁壳优化设计的一个方法。
Designers may refer to the design-calculation methods which are suggested in this thesis in terms of double-column combined shallow foundation and double-column combined pile caps.
论文提出的双柱联合浅基础和双柱联合桩基承台的设计计算方法可供工程设计人员参考。
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