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高速铁路多跨长联矮塔斜拉桥减隔震设计研究

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多跨长联连续梁结构存在固定墩地震力大、延性部位震后不易恢复等问题,在高烈度震区抗震设计存在困难.为了解决高速铁路多跨长联矮塔斜拉桥的抗震设计问题,以某(65.65+8×110+65.65)m单索面预应力混凝土矮塔斜拉桥为研究对象,采用非线性时程积分方法,对单固定墩、刚构连续梁和摩擦摆支座隔震3 种不同的抗震体系方案进行分析比选.研究结果表明,采用摩擦摆支座隔震体系方案优势明显,在地震作用下,与单固墩体系相比,桥墩横桥向墩底弯矩普遍减小 70%以上,固定墩纵桥向墩底弯矩减小约80%;进一步通过摩擦摆隔震支座参数分析,确定了合适的支座参数,获得较好的支座变形量、墩顶剪力,减隔震效果明显.因此,在桥墩剪跨比小、下部结构刚度大的情况下,设置摩擦摆隔震支座后,可显著减小地震时下部结构的地震响应,使各个桥墩受力均匀,同时通过合理的支座设计可满足大震位移需求,并具有足够的自复位能力.
Research on Seismic Mitigation and Isolation Design for High-speed Railway Multi-span and Long-unit Extradosed Bridge
The multi span long continuous beam structure has problems such as high seismic force on fixed piers and difficulty in restoring ductile parts after earthquakes,making it difficult to design earthquake resistant structures in high-intensity seismic areas.In order to solve the seismic design problem of multi span long connected low tower cable-stayed bridges on high-speed railways,a span of(65.65+8×110+65.65)m single cable plane prestressed concrete low tower cable-stayed bridge was studied,and three different seismic system schemes,namely single fixed pier,rigid continuous beam,and friction pendulum bearing isolation,were analyzed and compared using nonlinear time history integration method.The research results indicate that the use of friction pendulum bearing isolation system has obvious advantages.Under design earthquake action,compared with a single fixed pier system,the transverse bending moment of the bridge pier is generally reduced by more than 70%,and the longitudinal bending moment of the fixed pier is reduced by about 80%.Further analysis of the parameters of the friction pendulum isolation support was conducted to determine appropriate support parameters,resulting in better support deformation and pier top shear force,with significant seismic reduction and isolation effects.The research conclusion is that in the case of small shear span ratio of bridge piers and high stiffness of the lower structure,the installation of friction pendulum isolation bearings can significantly reduce the seismic response of the lower structure during earthquakes,making each bridge pier uniformly stressed.At the same time,reasonable bearing design can meet the needs of large earthquake displacement and have sufficient self resetting ability.

high-speed railwaymulti-span and long-unit continuous beam structureextradosed bridgeseismic mitigation and isolation designfriction pendulum bearinghigh-intensity seismic zone

余鹏、杨喜文

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中铁工程设计咨询集团有限公司,北京 100055

高速铁路建造技术国家工程研究中心轨道结构建造技术分研究中心,北京 100055

高速铁路 多跨长联连续梁结构 矮塔斜拉桥 减隔震设计 摩擦摆隔震支座 高烈度震区

中国中铁股份有限公司科技研究开发计划课题

2022-重大-17

2024

铁道勘察
中铁工程设计咨询集团有限公司

铁道勘察

影响因子:0.542
ISSN:1672-7479
年,卷(期):2024.50(1)
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