首页> 外文会议>International Conference on Offshore Mechanics and Arctic Engineering >BEHAVIORS OF A VERY LARGE FLOATING STRUCTURE SUPPORTED WITH DOLPHINS UNDER EARTHQUAKE LOADING
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BEHAVIORS OF A VERY LARGE FLOATING STRUCTURE SUPPORTED WITH DOLPHINS UNDER EARTHQUAKE LOADING

机译:海豚在地震载荷下支持非常大的浮动结构的行为

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In recent years, tremendous research efforts have been directed toward developing very large floating structures (VLFSs) for the purposes of airports, terminals etc. on the sea to utilize ocean space. There is a VLFS which has a pontoon type structure supported with many dolphins and it is important to investigate sufficiently the behaviors of such VLFSs under earthquake loading, because large reaction forces will be exerted on the dolphins and fenders that connect the dolphins and the floating structure. This paper reports the results of the time history response analyses of a VLFS supported with dolphins with varying the period and velocity of the applied sinusoidal waves as an earthquake loading when gaps between fenders and dolphins are equal to zero. In the analyses, the floating structure supported with dolphins is modeled as a horizontally elastic plate and a rigid plate both supported with springs and dashpots through gap elements.
机译:近年来,巨大的研究努力朝着在海上的机场,终端等目的开发非常大的浮动结构(VLF)来利用海洋空间。有一个VLF,具有许多海豚支持的浮桥式结构,并且重要的是在地震载荷下足够地研究这种VLFS的行为,因为将施加在连接海豚和浮动结构的海豚和挡泥板上的大反应力。本文报告了海豚支持的VLF的时间历史响应分析的结果,当挡泥板和海豚之间的间隙等于零时,随着普通的正弦波的周期和施加的正弦波作为地震载荷的速度。在分析中,用海豚支撑的浮动结构被建模为水平弹性板和通过间隙元件支撑弹簧和小毛皮的刚性板。

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