[1]陈敬一,周雨龙.考虑阻尼器失效的屈服消能摇摆双层框架墩结构地震反应分析[J].西安建筑科技大学学报(自然科学版),2023,55(02):249-254.[doi:10.15986/j.1006-7930.2023.02.013 ]
　CHEN Jingyi,ZHOU Yulong.Seismic response analysis of the double-deck rocking bridge frame with additional yielding dampers considering damper failure[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2023,55(02):249-254.[doi:10.15986/j.1006-7930.2023.02.013 ]
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考虑阻尼器失效的屈服消能摇摆双层框架墩结构地震反应分析()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
55
期数:
2023年02期
页码:
249-254
栏目:
出版日期:
2023-04-28

文章信息/Info

Title:
Seismic response analysis of the double-deck rocking bridge frame with additional yielding dampers considering damper failure
文章编号:
1006-7930(2023)02-0249-06
作者:
陈敬一1; 周雨龙2
(1.中国地震灾害防御中心,北京 100029; 2.交通运输部公路科学研究院 旧桥检测与加固交通行业重点实验室,北京 100088)
Author(s):
CHEN Jingyi1;  ZHOU Yulong2
(1.China Earthquake Disaster Prevention Center, Beijing 100029, China; 2.Key Laboratory of Old Bridge Inspection and Reinforcement Technology Industry, Research Institute of Highway Ministry of Transport, Beijing 100088, China)
关键词:
双层桥梁;  屈服消能摇摆结构;  动力分析模型;  地震反应;  阻尼器参数
Keywords:
Double-deck bridge;  rocking structure with yield energy dissipation dampers;  dynamic analytical model;  seismic response;  damper parameters
分类号:
P315
DOI:
10.15986/j.1006-7930.2023.02.013
文献标志码:
A
摘要:
针对应用延性抗震理念设计的双层桥梁结构震后塑性损伤严重、功能恢复困难的现状,本文基于摇摆理念提出一种屈服消能摇摆双层框架墩结构体系,以控制结构地震损伤和提升结构震后功能可恢复能力。应用拉格朗日方程和动量矩定理建立了该类摇摆结构的刚体动力反应分析模型,并考虑了桥墩复位碰撞造成的能量损失和防屈曲阻尼器的失效。本文以常规双层桥梁结构尺寸的摇摆桥梁为研究对象,采用远场地震动、无脉冲近场地震动和脉冲近场地震动对屈服消能摇摆双层框架墩结构进行了地震反应分析和阻尼器参数分析。分析结果表明:分析屈服消能摇摆双层框架墩结构地震反应时需考虑阻尼器失效的情况,以防止低估结构地震反应的情况发生; 阻尼器刚度的增加可提升结构体系减隔震效果,而阻尼器失效伸长量过小不利于结构减隔震。
Abstract:
Double-deck viaducts based on traditional ductility design have been found vulnerable to severe earthquake-induced damage and difficult rapid function recovery. To control the seismic damage and improve the post-earthquake recovery capacity, a double-deck bridge is developed with the lower floor designed as a yielding energy dissipation rocking structure. A dynamic analytical model of rigid bodies was established by the Lagrange method and momentum conservation law, and the energy dissipation caused by pier reset collision and the failure of dampers was considered in the analytical model. The failure analysis and parameter analysis of dampers for the double-deck rocking bridge frame system were performed under far-field motions, non pulse near-field motions and pulse near-field motions excitation. The analysis results show that the failure of damper should be considered in the seismic response analysis of the structure, so as to prevent the underestimation of the seismic response of the structure. The increase of damper stiffness can improve the seismic isolation effect of structural system, while the too small damper failure elongation is not conducive to the seismic performance of the structure.

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备注/Memo

备注/Memo:
收稿日期:2022-07-11修改稿日期:2023-02-22
基金项目:中国地震局地震科技星火计划(XH23055A); 国家重点研发计划(2019YFC1509401); 中国地震局地震应急青年重点任务(CEAEDEM 202223)
第一作者:陈敬一(1990—),女,博士,工程师,主要从桥梁工程抗震研究. E-mail: Chenbjut@163.com
通信作者:周雨龙(1988—),男,博士,助理研究员,主要桥梁工程抗震研究. E-mail: zhouyuong4554@163.com
更新日期/Last Update: 2023-04-20