您现在的位置:建筑结构>> 期 刊>> 2009年>> 第10期>>正文内容
北京A380机库结构抗震分析与实测
朱丹,裴永忠,徐瑞,汤红军,刘子彦
摘 要

(中国航空规划建设发展有限公司,北京 100120)
[摘要]北京A380机库跨度362.6m,是目前世界上单体规模最大的机库。配合工程结构设计,采用反应谱法、弹性时程分析法以及静力和动力弹塑性时程分析法,对大跨度机库在各阶段地震作用下的结构反应进行了分析,并考虑了行波效应的影响。分析结果表明,在罕遇地震作用下,结构整体刚度没有明显下降,整体受力状态尚未达到结构最大承载能力,机库结构设计达到了预定的抗震性能目标。同时,采用环境随机振动激励法对建成后该机库的动力特性进行了现场实测,获取了结构实际动力特性相关参数,与理论分析进行对比,从而进一步了解结构的抗震性态,验证机库结构在地震作用下的安全性。
[关键词]北京A380机库;地震反应分析;多点输入;环境随机振动激励法;动力特性现场实测
Study on seismic analyses and tests of Beijing A380 hangar
Zhu Dan,Pei Yongzhong,Xu Rui,Tang Hongjun,Liu Ziyan(China Aviation Planning and Construction Development Co., Ltd., Beijing 100120, China)
Abstract:Beijing A380 hangar whose span is 362.6m, is the largest single hangar in the world. Using response spectrum method, elastic time-history analysis method, as well as static and dynamic elastic plastic time-history, analysis of large-span hangars in various stages of the structure under earthquake response is performed and the traveling wave effects are considered. The results show that, under the rare earthquake, the overall stiffness of the structure has no obvious drop, and the structure has not yet reached the maximum carrying capacity, the design of the aircraft  achieves the predetermined goal of seismic performance. Using the environment random vibration stimulating method on the dynamic performance of the completed aircraft, the actual dynamic characteristics of structural-related parameters are obtained and compared with the theoretical analysis in order to further understand the seismic behavior of the structure and to verify the safety of the hangar structure in seismic.
Keywords:Beijing A380 hangar; seismic response analysis; multi-point input; environment random vibration stimulating method; measured dynamic characteristics of the scene
作者简介:朱丹,女,研究员级高级工程师,院总结构师。
参考文献
[1]朱丹,裴永忠,徐瑞,等. 北京A380机库大跨度结构设计研究[J].土木工程学报,2008,41(2):1-8.
[2]朱丹,裴永忠,徐瑞,等. 首都机场A380机库的结构方案优化[J].建筑结构,2006,36(S1):39-42.
[3]赵均,郭艳峰,朱丹.大跨度飞机库混凝土巨型支承柱性能分析[J]. 工业建筑(S1),2007:501-505.
[4]张微敬,钱稼茹,赵作周,等. 北京A380机库结构地震反应分析[J].土木工程学报,2008,41(2):9-16.
[5]沈顺高,张微敬,朱丹,等. 大跨度机库结构多点输入地震反应分析[J].土木工程学报,2008,41(2):17-21.
[6]GB50011—2001建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2001.
[7]东南大学土木工程学院. AMECO-A380六机位维修机库现场实测与分析报告[R]. 2008.

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!