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双江口心墙堆石坝地震加速度反应的振动台模型试验研究

Shaking table model tests on seismic acceleration response of Shuangjiangkou high earth-rockfill dam

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【作者】 杨玉生刘小生刘启旺陈宁赵剑明邢义川杨正权洪桂标袁林娟

【Author】 YANG Yusheng1,LIU Xiaosheng1,LIU Qiwang1,Chen Ning1,ZHAO Jianming1,XING Yichuan1,YANG Zhengquan1,HONG Guibiao3,YUAN Linjuan3 1.China Institute of Water Resources and Hydropower Research,Beijing 100048;2.China Agricultural University,Beijing 100083)

【机构】 中国水利水电科学研究院

【摘要】 本文通过不同地震波输入的振动台模型试验,得到模型坝的加速度分布资料,研究测点位置、台面地震波强度、地震波类型、多向输入、先期振动和蓄水等因素对加速度放大倍数分布的影响。研究表明:(1)坝体地震动加速度反应在河谷坝段最为强烈,且随所处坝体部位高度的增加而增强;(2)对相同高程上各点,以中心线坝体测点加速度反应最小,上、下游次之,整个坝体的表面放大效应明显;(3)地震波类型对加速度放大倍数和分布有重要影响,集中体现在地震波卓越频率与坝体自振频率的关系上;(4)随输入地震峰值加速度的增大,坝体各点加速度放大倍数有减小的趋势;(5)垂直方向(z向)地震动有加大顺河水平向(x向)加速度反应的作用,特别是在坝顶表现比较明显;(6)先期振动会引起坝体后续地震动加速度反应的增大;(7)坝体的加速度反应在空库时比满库蓄水时强烈。

【Abstract】 Through shaking table model tests,the seismic acceleration response and its influencing factors of the Shuangjiangkou high earth-rockfill dam,including sampling locations,seismic peak ground acceleration,directions of seismic waves,pre-vibrations and reservoir filling,are studied.Results show that:(1) The acceleration is the strongest on the main section of the dam and increases with height;(2) At the same height,the acceleration is the weakest on the dam axis,and it gradually increases upstream-ward or downstream-ward.Surface amplification effect is significant;(3) The type of seismic waves has a great impact on acceleration magnification and its distribution,particularly on the relationship of the dominant frequency of inputted wave versus the dam ’s natural frequency;(4) Acceleration magnification shows a decreasing trend as the peak ground acceleration increases;(5) Vertical seismic ground vibration causes an increase in stream-wise acceleration,especially at the dam crest;(6) Pre-vibrations intensify the seismic acceleration;(7) Reservoir filling has a considerable impact on seismic acceleration,the response without water is stronger than full of water.

【基金】 国家自然科学基金委员会和二滩公司雅砻江联合基金(50639060);水利部“948”创新项目(200929)
  • 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2011年01期
  • 【分类号】TV641.4;TV312
  • 【被引频次】11
  • 【下载频次】192
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