首页|橡胶支座应用于地铁车站结构减震设计方法研究

橡胶支座应用于地铁车站结构减震设计方法研究

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参考建筑工程和桥梁工程中橡胶支座相关的设计方法和要求,基于地下结构的受力特性和地震反应特点,提出1套橡胶支座应用于地铁车站结构的减震设计方法.同时,以某实际两层两跨地铁车站为对象,采用有限元方法构建土-结构非线性全时程动力分析模型,橡胶支座采用精细化实体建模.基于该模型对有、无橡胶支座工况下地铁车站结构的地震反应进行对比分析.研究发现柱子布设橡胶支座后其损伤程度、层间位移与内力均显著降低,结果表明,橡胶支座布设于中柱端部后起到良好的减震效果,从而验证所提出的橡胶支座应用于地铁车站结构减震设计方法的有效性.
Research on shock absorption design method of the rubber supports applied to metro station structures
Drawing from the design methods and requirements related to rubber bearings in reference to building and bridge engineering,and considering the stress characteristics and earthquake response characteristics of underground structures,a set of shock absorption design method using rubber bearings for metro station structures is proposed.Meanwhile,taking an actual two-storey two-span metro station as the research subject,a non-linear full-time dynamic analysis model of soil to structure was constructed using the finite element method,and a refined subject model was adopted for rubber supports.Then,the earthquake response of the metro station structure with and without rubber supports was compared and analyzed based on this model.The research found that the damage degree,interlayer displacement,and internal force of the columns with rubber supports were significantly reduced,which indicated that the rubber support has a good shock absorption effect after rubber supports are installed on the end of the middle column,thereby validating the effectiveness of the proposed shock absorption design method of rubber supports applied to metro station structures.

metrostation structurerubber supportcolumnshock absorption

李洋、张梓鸿、杜贺港、麻全周

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中国铁道科学研究院集团有限公司城市轨道交通中心,北京 100081

北京工业大学城市与工程安全减灾教育部重点实验室,北京 100124

天津智能轨道交通研究院有限公司,天津 301700

地铁 车站结构 橡胶支座 柱子 减震

2024

现代城市轨道交通
中国铁道科学研究院

现代城市轨道交通

影响因子:0.301
ISSN:1672-7533
年,卷(期):2024.(4)
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