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摩擦摆桥梁基于性能的抗震设计

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为了实现桥梁实际工作状态与抗震设计模型吻合,通过对常规摩擦摆支座的数值分析及模型试验,揭示当前固定摩擦摆与活动型摩擦摆不能"同步摆动"的工作状态。速度锁定型变曲率摩擦摆能合理控制支座在桥梁正常使用和不同水准地震下的工作方式,达到基于性能的抗震设计目标,切实提高桥梁抗震性能,节约工程造价。
Performance-Based Seismic Design of Friction Pendulum Bridge
In order to realizes that the actual working state of bridges coincides with the seismic design model,through numerical analysis and model test of conventional friction pendulum bearings,it is revealed that the current working state of fixed friction pendulum and movable friction pendulum can not"synchronously swing".Ve-locity-locked variable curvature friction pendulum can reasonably control the different working modes of bear-ings under the normal use of bridges and different levels of earthquakes,achieve the performance-based seis-mic design objectives,effectively improve the seismic performance of bridges and save engineering costs.

friction pendulum systemhysteretic behaviorseismic designbridge

项敬辉、冯克岩、杨敏

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天津市政工程设计研究总院有限公司,天津 300392

天津市道路桥梁科技创新基地,天津 300051

摩擦摆支座 滞回性能 抗震设计 桥梁

2024

天津建设科技
天津市建设科技信息中心 天津市市政工程研究院

天津建设科技

影响因子:0.299
ISSN:1008-3197
年,卷(期):2024.34(6)