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新西兰可控摇摆提离高墩桥梁设计建造综述

贾俊峰 郦炎森 郭彬立 郭河 庞伟

地震工程学报2025,Vol.47Issue(5):1001-1011,11.
地震工程学报2025,Vol.47Issue(5):1001-1011,11.DOI:10.20000/j.1000-0844.20240526002

新西兰可控摇摆提离高墩桥梁设计建造综述

A review of design and construction of controlled rocking uplift high-pier bridges in New Zealand:a case study of the South Rangitikei Railway Bridge

贾俊峰 1郦炎森 1郭彬立 2郭河 3庞伟4

作者信息

  • 1. 北京工业大学桥梁工程安全与韧性全国重点实验室,北京 100124
  • 2. 中交基础设施养护集团有限公司,北京 100102
  • 3. 中交路桥检测养护有限公司,北京 101399
  • 4. 中国市政工程西北设计研究院有限公司,甘肃兰州 730000
  • 折叠

摘要

Abstract

Controlled rocking uplift bridges represent a pivotal advancement in seismic-resilient structural design.Utilizing dual-column high piers that undergo alternate lifting/settling trans-versely,this bridge induces controlled lateral rocking uplift to mitigate seismic forces transmitted to slender reinforced concrete piers.Energy-dissipating dampers at the pier base rocking interfaces can further restrict uplift displacement and abutment movement.In this review,we first intro-duce the fundamental concepts of self-centering rocking bridge structures.We then systematically detail the design idea,structural connections,experimental validation,and dynamic behavior of the South Rangitikei Rail Bridge using the controlled rocking uplift technology and summarize construction methodologies for critical components(pylon caissons,piers,and box girders).Finally,the application prospects of typical controlled rocking uplift tall-pier bridges are evalua-ted.The results demonstrate that(1)rocking structures exhibit amplitude-dependent natural periods and nonstationary vibration frequencies,precluding conventional modal decomposition;(2)uplift-capable piers enhance seismic stability through pronounced hysteretic damping during rocking and uplifting;and(3)impact mechanisms at uplift interfaces,combined with supplemen-tal damping devices,effectively suppress seismic responses,minimize residual displacements,and strengthen self-centering capacity.This study provides valuable insights for designing resili-ent bridges in high-seismicity regions of China.

关键词

摇摆抗震/可控摇摆提离桥梁/自复位摇摆/阻尼器/韧性抗震

Key words

rocking seismic resistance/controlled rocking uplift bridge/self-centering rocking/damper/resilient seismic resistance

分类

交通工程

引用本文复制引用

贾俊峰,郦炎森,郭彬立,郭河,庞伟..新西兰可控摇摆提离高墩桥梁设计建造综述[J].地震工程学报,2025,47(5):1001-1011,11.

基金项目

国家自然科学基金(52178449,52478485) (52178449,52478485)

中国市政工程西北设计研究院有限公司科技计划(XBSZKY2131) (XBSZKY2131)

地震工程学报

OA北大核心

1000-0844

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