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设置AMD的铁路钢桥鲁棒控制研究

刘嘉 沈正松 周长超

铁道科学与工程学报2018,Vol.15Issue(3):685-692,8.
铁道科学与工程学报2018,Vol.15Issue(3):685-692,8.

设置AMD的铁路钢桥鲁棒控制研究

Research on robust control for steel railway bridges with AMD

刘嘉 1沈正松 2周长超3

作者信息

  • 1. 武汉理工大学 道路桥梁与结构工程湖北省重点实验室,湖北 武汉 430070
  • 2. 武汉理工大学 土木工程与建筑学院,湖北 武汉 430070
  • 3. 青岛市市政工程管理处,山东 青岛 266000
  • 折叠

摘要

Abstract

The robust control method for the vibration response of the railway steel bridge with active mass damper (AMD) under passing train load was studied. The controlled state equation and robust control method of the railway steel bridge with AMD system under the action of train load were established. Taking a railway steel bridge as engineering background,the integral shell model and lower-chord node entity submodel of the railway steel truss bridge were set up. The control effects of vibration response of the railway steel bridge with AMD system under the load of different speed train were compared by using uncontrol,LQR active control algorithm and robust control algorithm while a preliminary analysis of robust control effect for node maximum normal strain was carried out. The research results show that control effects of the displacement response and the node's maximum normal strain of the railway steel bridge with AMD while suffering different speed train load are obviously better than the LQR active control when using the robust control algorithm.

关键词

铁路钢桥/AMD/鲁棒控制/子模型

Key words

steel railway bridge/AMD/robust control/submodel

分类

交通工程

引用本文复制引用

刘嘉,沈正松,周长超..设置AMD的铁路钢桥鲁棒控制研究[J].铁道科学与工程学报,2018,15(3):685-692,8.

基金项目

国家自然科学基金资助项目(51108363) (51108363)

湖北省创新群体资助项目(2014CFB849) (2014CFB849)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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