沉深桥墩地震动水压力的一套振动台模型试验

Xianxian Tao
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引用次数: 0

摘要

本文介绍了一套桥墩动水压力的振动台模型试验。制作了5个矩形、椭圆和变截面的有机玻璃和混凝土模型,分别固定在0.9 m至1.6 m水的振动台上的钢槽中。在4/7/8淹没深度观测到的2个水平输入和2个方向组合的地震动水压力表明,单位面积的代表性值随淹没深度的增加而明显增加,在浅深度的增加速度一般比两种经典假设的增加速度快,而在深深度的增加速度较慢。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Set of Shaking Table Model Tests of Seismic Hydrodynamic Pressure on Bridge Pier with Submerged Depth
A set of shaking table model tests of hydrodynamic pressures on bridge piers are presented in this paper. Five models made of Perspex and concrete with rectangular, elliptical and variable sections are built, and fixed in a steel tank on shaking table with 0.9 m to 1.6 m water, respectively. The seismic hydrodynamic pressures observed at 4/7/8 submerged depths from two level inputs of ground motions and two direction combinations show that the representative values per unit area increase with submerged depth obviously, the increasing rate is generally faster than those by the two classical assumptions at shallow depth, but slower at deep depth.
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