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强震作用下机场高耸塔台结构抗震性能分析
引用本文:黄信,谭成松,陈宇,齐麟.强震作用下机场高耸塔台结构抗震性能分析[J].西北地震学报,2022,44(1):36-45.
作者姓名:黄信  谭成松  陈宇  齐麟
作者单位:中国民航大学交通科学与工程学院;中国民航大学机场工程科研基地
基金项目:天津市教委科研计划项目(2019KJ123);中央高校基本科研业务费项目(3122018C014);中国民航大学科研启动基金(2020KYQD40)。
摘    要:为提升强震作用下机场高耸塔台结构的抗震性能及安全,采用非线性时程分析方法研究高耸塔台结构的强震损伤分布规律;基于性能化抗震设计方法确定塔台关键构件抗震性能水准,对高耸塔台结构进行性能化抗震设计和损伤控制;最后分析了竖向地震对高耸塔台结构强震损伤的影响.分析得到,采用多遇地震设计的塔台结构,在罕遇地震作用下塔台结构层间位...

关 键 词:高耸塔台结构  强震作用  结构损伤分析  性能化抗震设计  非线性时程分析

Seismic performance of high-rise control towerof airport under strong earthquake
HUANG Xin,TAN Chengsong,CHEN Yu,QI Lin.Seismic performance of high-rise control towerof airport under strong earthquake[J].Northwestern Seismological Journal,2022,44(1):36-45.
Authors:HUANG Xin  TAN Chengsong  CHEN Yu  QI Lin
Institution:(School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin 300300, China;Base of Airport Engineering, Civil Aviation University of China, Tianjin 300300, China)
Abstract:To improve the seismic performance and safety of high-rise control towers of airports under severe earthquake,the damage distribution mechanism of the tower structure under strong earthquake was studied by using the nonlinear time-history analysis method.Performance levels of structural key components were determined with the performance-based seismic design method,then the performance-based seismic design and damage control of the tower structure were carried out.Finally,the influence of vertical earthquake on the damage of tower was analyzed.The results indicated that the story drift ratio of the control tower with frequent earthquake design can meet the specification requirements under the action of rare earthquake,while the local area of tower tube is seriously damaged.Compared with upper frame members,the weak part of tower structure under rare earthquake is tower tube.The damage state of local area of the tower tube is reduced from severe damage to moderate damage by using the performance design of non-yielding under fortification earthquakes.The influence of vertical earthquake action on the tensile damage of tower tube is greater than that of compression damage.
Keywords:high-rise control tower  severe earthquake action  structure damage analysis  performance-based seismic design  nonlinear time-history analysis
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