In this paper, the dynamic response of horizontal and rocking coupling caisson foundation of gravity offshore platform on layered soil is discussed on the basis of the layered semi-space theory.
本文基于层状半空间理论处理了位于层土地基上的重力式海洋平台沉箱基础的水平、摇摆耦合的动力反应问题。
The paper studies the dynamic response of an articulated tower platform (ATP) in the still water under harmonic earthquake loadings.
研究静水中铰接塔平台在简谐地震作用下的动力响应特性。
Dynamic optimum design method can optimize the platform structure form in order to reduce the response of platform under vibration force.
采用动态设计可以合理优化平台结构形式，达到降低平台动力响应的效果。
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