| 某桥梁桩基础的抗震计算研究 |
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| 引用本文： | 贾鹏,王兰民,万征,秋仁东,刘金波.某桥梁桩基础的抗震计算研究[J].西北地震学报,2018,40(2):258-264. |
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| 作者姓名： | 贾鹏 王兰民 万征 秋仁东 刘金波 |
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| 作者单位： | 中国地震局兰州地震研究所;中国建筑科学研究院地基基础研究所 |
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| 基金项目： | 国家自然科学基金（51478444） |
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| 摘 要： | 当前桩基础的抗震设计仅采取构造措施来保证其抗震性能,有可能会过高或过低地估计桩基础的抗震性能。针对某桥梁桩基础的抗震设计,建立全桥的三维有限元模型,计算在桩-土-结构共同工作情况下桩基础的地震响应,通过输入不同地震波来进行对比分析,并对结果进行复核,得出:(1)桩身内力响应与所输入地震动的频谱特性有关,桩身沿横桥方向的内力最大;(2)对于该场地的桥梁桩基础,桩-土-结构共同工作的有限元分析结果与m法结果差别不大;(3)当承台埋深为0时,桩身内力基本都偏大,要对承台侧土体做相应的加固处理。
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| 关 键 词： | 桩基础抗震 有限元 桩土相互作用 m法 承台埋深 |
| 收稿时间： | 2017/5/2 0:00:00 |
Seismic Calculation and Analysis of the PileFoundation of a Certain Bridge |
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| JIA Peng,WANG Lanmin,WAN Zheng,QIU Rendong and LIU Jinbo.Seismic Calculation and Analysis of the PileFoundation of a Certain Bridge[J].Northwestern Seismological Journal,2018,40(2):258-264. |
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| Authors: | JIA Peng WANG Lanmin WAN Zheng QIU Rendong and LIU Jinbo |
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| Affiliation: | Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, Gansu, China,Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, Gansu, China,Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, China,Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, China and Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, China |
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| Abstract: | The seismic performance of the pile foundations of bridges is very important in earthquake and geotechnical engineering. At present, the seismic design of a pile foundation only considers structural measures to ensure its seismic performance, which can lead to overestimation or underestimation of the seismic performance. Therefore, this study investigates the seismic design of a bridge using a three-dimensional finite element model. Under different seismic waves, the seismic response of a pile foundation was calculated, considering the soil-pile structure interaction, and the results were compared and checked. The results show that:(1) The internal force response of the pile is related to the frequency spectrum characteristics of the input ground motion; (2) for the pile foundation in a site, the result of finite element analysis is similar to that of the m method; (3) when the depth of pile cap is zero, the internal force of the pile body is relatively large, so it is necessary to take corresponding measures to reinforce the soil around the pile cap. |
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| Keywords: | seismic resistance of pile foundation finite element method pile-soil interaction m method depth of pile cap |
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