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近海重力式建筑物地基设计与计算的若干问题

, PP. 105-112

Keywords: 波浪,重力势建筑物,等效谐振荷载,液化势

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Abstract:

鉴于波浪激起重力式建筑物的振动为海底地基上的主要荷载之一,同时为能合理地设计,文中介绍了笔者研究过的统一等效谐振荷载以及海底地基的变形、稳定性与液化势等特性.基于这些研究,提出了近海重力式建筑物地基设计与计算的若干考虑.

References

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