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[1]NIU Linghui,HE Jia,WU Yong,et al.Research on the Monitoring and Performance Evaluation of Seismic Isolation Layers at Beijing Daxing International Airport[J].Journal of Seismological Research,2025,(03):472-478.[doi:10.20015/j.cnki.ISSN1000-0666.2025.0049 ]

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Research on the Monitoring and Performance Evaluation of Seismic Isolation Layers at Beijing Daxing International Airport

Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume: Number of periods: 2025 03 Page number: 472-478 Column: Public date: 2025-04-15

Title:: Research on the Monitoring and Performance Evaluation of Seismic Isolation Layers at Beijing Daxing International Airport

Author(s):: NIU Linghui¹; HE Jia²; WU Yong¹; ZHAO Jianming³; WU Qiaofei²; QIN Kai⁴; AN Xiaowen⁵; ZHUANG Cantao¹; ZHANG Suling¹; (1.Beijing Gangzhen Technology Co.,Ltd.,Beijing 102628,China)(2.College of Civil Engineering,Hunan University,Changsha 410082,Hunan,China)(3.Beijing Construction Project Management Headquarters,Capital Airports Holdings Co.,Ltd.,Beijing 102604,China)(4.Beijing Institute of Architectural Design Co.,Ltd.,Beijing 100045,China)(5.Yunnan Earthquake Agency,Kunming 650224,Yunnan,China)

Keywords:: terminal building of Daxing Airport; single-structure seismic isolation building; monitoring of isolation layer; isolation performance

CLC:: P315.92; TU352

DOI:: 10.20015/j.cnki.ISSN1000-0666.2025.0049

Abstract:: As the largest single-structure seismic isolation building in the world,the terminal building of Beijing Daxing International Airport has been installed with various types of isolation devices including lead rubber isolation bearings,ordinary rubber isolation bearings,sliding isolation rubber bearings,and viscous dampers.A total number of 1 376 sets of isolation devices have been used.The variety and quantity of isolation devices greatly ensure the safe operation of the airport,but at the same time,this also poses great challenges to the isolation devices' daily monitoring and maintenance.Therefore,based on the monitoring and performance evaluation system of seismic isolation layers,this article focuses on investigating the working status and isolation performance of the isolation system in the core area of the airport.The construction and components of the monitoring system were introduced,and the working status of it under daily environmental excitation such as subways and high-speed trains was analyzed.Finally,taking the 2023 Pingyuan,Shandong M5.5 earthquake as an example,the performance of the isolation devices and the operational status of the system were tested and evaluated.Results show that the system can maintain normal operation in the daily work and in the case of earthquakes.Isolation bearings and dampers can effectively reduce the earthquake-caused vibration of the buildings,therefore improving the buildings' seismic performance.

References:: 阿拉塔,宋廷苏,安晓文.2019.昆明长水国际机场航站楼隔震橡胶支座更换技术[J].世界地震工程,35(4):199-209.
A L T,Song Y S,An X W.2019.The replacement technology of the seismic isolators for Kunming Changshui International Airport[J].World Earthquake Engineering,35(4):199-209.(in Chinese)
曹莉,扈鹏,王勉,等.2022.西安咸阳国际机场东航站楼结构设计[J].建筑结构,52(11):1-7.
Cao L,Hu P,Wang M,et al.2022.Seismic isolation design on east terminal building of Xi'an Xianyang International Airport[J].Building Structure,52(11):1-7.(in Chinese)
陈磊,陈国兴,李丽梅.2010.近场和远场地震动作用下双层竖向重叠地铁隧道地震反应特性[J].中国铁道科学,31(1):79-86.
Chen L,Chen G X,Li L M.2010.Seismic response characteristics of the double-layer vertical overlapping metro tunnels under near-field and far-field ground motions[J].China Railway Science,31(1):79-86.(in Chinese)
陈伟,王冠,杜彦良,等.2020.高速铁路连续梁桥近断层地震易损性分析[J].哈尔滨工程大学学报,41(2):212-218.
Cheng W,Wang G,Du Y L,et al.2020.Vulnerability analysis of the continuous high-speed railway bridge under near-fault earthquake[J].Journal of Harbin Engineering University,41(2):212-218.(in Chinese)
党育,贺一哲.2022.基于计算机视觉的隔震支座动态位移测量[J].地震工程与工程振动,42(5):96-103.
Dang Y,He Y Z.2022.Dynamic displacement measurement of isolated bearings based on computer vision[J].Earthquake Engineering and Engineering Dynamics,42(5):96-103.(in Chinese)
韩庆华,景铭,芦燕,等.2024.大跨度钢桁架隔震结构隔震性能及影响规律分析[J].建筑钢结构进展,26(3):1-11.
Han Q H,Jing M,Lu Y,et al.2024.Seismic isolation performance and influence rule analysis of large-span steel truss isolated structures[J].Progress in Steel Building Structures,26(3):1-11.(in Chinese)
李红现,李占良,于新平,等.2023.大型机场新型隔震支座应用技术[J].建筑施工,45(1):113-115.
Li H X,Li Z L,Yu X P,et al.2023.Application technology of new seismic isolation bearings for large airports[J].Building Construction,45(1):113-115.(in Chinese)
李靖,曹莉,扈鹏,等.2022.西安咸阳国际机场东航站楼隔震设计[J].建筑结构,52(11):15-21.
Li J,Cao L,Hu P,et al.2022.Seismic isolation design on east terminal building of Xi'an Xianyang International Airport[J].Building Structure,52(11):15-21.(in Chinese)
潘鹏,王飞,曹海韵,等.2012.考虑功能性要求的基础隔震结构优化设计方法[J].建筑结构,42(12):49-53.
Pan P,Wang F,Cao H Y,et al.2012.Optimum design of base-isolation buildings considering functionality[J].Building Structure,42(12):49-53.(in Chinese)
石晟,杜东升,徐敬海,等.2022.基础隔震结构基于实时监测数据的多级预警及其在南京博物院老大殿中的应用[J].建筑结构学报,43(4):47-57.
Shi S,Du D X,Xu J H,et al.2022.Multi-level early-warning system for base-isolated structures based on real-time monitoring data and its application on the Old Hall of Nanjing Museum[J].Building Structure,43(4):47-57.(in Chinese)
宋辉.2023.加强能力建设提升保障水平——北京大兴机场临空经济区(廊坊)监测系统升级工作扫描[J].中国无线电,(7):63-64.
Song H.2023.Strengthening capacity building and enhancing safeguard levels:An overview of the upgrading of monitoring systems in the Daxing airport economic zone(Langfang)[J].China Radio,(7):63-64.(in Chinese)
唐齐悦.2023.机场无线网络通信系统与技术应用研究[J].网络安全技术与应用,(5):80-82.
Tang Q Y.2023.Research on airport wireless network communication systems and technology applications[J].Network Security Technology and Application,(5):80-82.(in Chinese)
魏保立.2021.面向预测性维护的机场跑道健康监测与状态预估研究[D].郑州:郑州大学.
Wei B L.2021.Research on airport runway health monitoring and condition estimation for predictive maintenance[D].Zhengzhou:Zhengzhou University.(in Chinese)
徐涛.2022.一种新型摩擦滑移隔震支座的隔震性能研究[D].青岛:青岛理工大学.
Xu T.2022.Study on the seismic isolation performance of a new type of friction sliding bearing[D].Qingdao:Qingdao University of Technology.(in Chinese)
易鸣,姚运生,王秋良,等.2019.某框架结构基础隔震地震反应对比分析[J].地震工程学报,41(2):340-346.
Yi M,Yao Y S,Wang Q L,et al.2019.Seismic response analysis of the base isolation of a frame structure[J].China Earthquake Engineering Journal,41(2):340-346.(in Chinese)
张学智,王鹏.2022.基于减震和隔震技术的既有RC框架建筑抗震韧性提升[J].工程抗震与加固改造,44(6):51-60.
Zhang X Z,Wang P.2022.Resilience-based retrofitting of existing urban RC-frame buildings using energy dissipation and seismic isolation[J].Earthquake Resistant Engineering and Retrofitting,44(6):51-60.(in Chinese)
赵守江,柏文.2023.组合型摩擦摆隔震装置的设计与试验研究[J].工程力学,42(1):1-8.
Zhao S J,Bai W.2023.Design and experimental study on combined friction pendulum seismic isolator[J].Engineering Mechanics,42(1):1-8.(in Chinese)
GB/T 51408—2021,建筑隔震设计标准[S].
GB/T 51408—2021,Standard for seismic isolation design of buildings[S].(in Chinese)
Choun Y S,Park J,Choi I K.2014.Effects of mechanical property variability in lead rubber bearings on the response of seismic isolation system for different ground motions[J].Nuclear Engineering and Technology,46(5):605-618.
Ishii K,Kikuchi M.2019.Improved numerical analysis for ultimate behavior of elastomeric seismic isolation bearings[J].Earthquake Engineering & Structural Dynamics,48(1):65-77.

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Last Update: 2025-04-15