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SEISMIC DESIGN ON GRAVITY PIERS OF SLOPING WHARVES IN INLAND RIVER PORTS

机译:内陆河口倾斜码头重力墩的地震设计

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Sloping wharves are often used in inland river ports of China when the range of the water level is larger than 15 meters. Especially in Chongqing Port, all wharves are sloping structures. The infrastructure of open sloping wharves consists of gravity piers and pillars. The height of a gravity pier that is suitable for rock base or other hard foundations depends on the original topographic conditions and the desired slope. In designing gravity piers located in earthquake areas, one has first to determine the seismic forces acting on the piers. Generally, the horizontal seismic forces are calculated by means of a statical analysis for the thick and low piers, which is more easy. The main point in the analysis carried out in this paper is the high piers with small stiffness. The horizontal seismic forces are calculated by the theory of response spectrum. Initial vectors based on fundamental vibration modes are used to get the characteristic values. The method shows a feature of rapid convergence.
机译:当水位范围大于15米,中国的内陆河口往往用于中国内陆河口的倾斜码头。特别是在重庆港口,所有码头都是倾斜的结构。开放式倾斜码头的基础设施包括重力码头和支柱。适用于岩石基地或其他硬基基的重力码头的高度取决于原始地形条件和所需的斜率。在设计位于地震区的重力码头,首先要确定作用在码头上的地震力。通常,通过对厚和低墩的静态分析来计算水平地震力,这更容易。本文中进行的分析的主要观点是具有小刚度的高墩。水平地震力通过响应谱理论计算。基于基本振动模式的初始向量用于获得特征值。该方法显示了快速收敛的特征。

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