[1]沈顺高,刘先明,叶继红,等.首都机场四机位机库的动力特性测试及理论分析[J].东南大学学报(自然科学版),2003,33(1):76-78.[doi:10.3969/j.issn.1001-0505.2003.01.019]
 Shen Shungao,Liu Xianming,Ye Jihong,et al.Test and analysis of dynamic characteristic of hangar of capital airport[J].Journal of Southeast University (Natural Science Edition),2003,33(1):76-78.[doi:10.3969/j.issn.1001-0505.2003.01.019]
点击复制

首都机场四机位机库的动力特性测试及理论分析()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
33
期数:
2003年第1期
页码:
76-78
栏目:
土木工程
出版日期:
2003-01-20

文章信息/Info

Title:
Test and analysis of dynamic characteristic of hangar of capital airport
作者:
沈顺高1 刘先明2 叶继红2 李爱群2 黄镇2 周青1 史振华1 徐庆阳2
1 清华大学土木水利学院, 北京 100084; 2 东南大学混凝土与预应力混凝土结构教育部重点实验室, 南京 210096
Author(s):
Shen Shungao1 Liu Xianming2 Ye Jihong2 Li Aiqun2 Huang Zhen2 Zhou Qing1 Shi Zhenhua1 Xu Qingyang2
1 College of Civil and Hydraulic Engineering, Tsinghua University, Beijing 100084, China
2 Key Lab of RC & PC Structure of Ministry of Education, Southeast University, Nanjing 210096, China
关键词:
脉动测试 动力特性 结构模态
Keywords:
pulsatile test dynamic characteristic structural mode
分类号:
TU393.3
DOI:
10.3969/j.issn.1001-0505.2003.01.019
摘要:
为了研究首都机场四机位维修机库,利用脉动法对该结构进行了动力特性测试.利用谱分析技术对所采集的数据进行了分析,得出了该结构的自振频率和模态.根据实际结构,在软件SAP2000N的基础上建立了三维有限元模型,采用特征向量法,得到了该结构的各阶自振频率和模态的理论值.试验结果与理论计算结果对比表明,结构第1周期相差不到8%,模态相似.
Abstract:
The dynamic characteristics of hangar of Capital Airport were tested by means of pulsatile theory for further study. The data were analyzed by using of spectrum analysis method. Frequency and mode of structure are gained. Based on the engineering structure, three dimensional finite element model is set up by SAP2000N software and its characteristics is calculated by eigenvectors method. The difference between test results and calculated results are less than 8 percent and the modes are similar.

参考文献/References:

[1] 刘树屯,关忆卢.首都机场306 m×90 m飞机库屋盖设计和施工[J].建筑结构学报,1997,18(3):47-57.
  Liu Shutun,Guan Yilu.Design and construction of the 306 m×90 m hangar roof of capital airport [J].Journal of Building Structures,1997,18(3):47-57.(in Chinese)
[2] 苏平,段斌,周文瑛,等.四机位机库大跨钢结构制造安装标准及工艺的优化[J].钢结构,1997,12(3):17-22; 36.
  Su Ping,Duan Bin,Zhou Wenying,et al.Manufacture and assembling standards and technology improvement of the large steel span roof of 4-bay hangar in Capital airport[J].Steel Construction, 1997,12(3):17-22,36.(in Chinese)
[3] 陶极楦.从北京四机位机库建筑设计谈大型机库设计[J].建筑学报,1996(5):17.
  Tao Jixuan.Research of design of large hangar based on 4-bay hangar in Capital airport[J]. Journal of Building,1996(5):17.(in Chinese)
[4] 姚振纲,刘祖华.建筑结构试验[M].上海:同济大学出版社,1996.135.
[5] 张晓志,于双久.高耸塔结构动力特性的检测与分析[J].地震工程与工程振动,1999,19(3):7-15.
  Zhang Xiaozhi,Yu Shuangjiu.Measuring of environment vibration and analysis of dynamic characteristics for tall tower structures[J].Earthquake Engineering and Engineering Vibration,1999,19(3):7-15.(in Chinese)
[6] 李国强,陈素文,李杰,等.上海金茂大厦结构动力特性测试[J].土木工程学报,2000,33(2):35-39.
  Li Guoqiang,Chen Suwen,Li Jie,et al.Measurements of dynamic properties of Shanghai Jinmao mansion[J], China Civil Engineering Journal,2000,33(2):35-39.(in Chinese)

相似文献/References:

[1]王春林,吕志涛.核筒悬挂结构的动力特性及参数优化[J].东南大学学报(自然科学版),2007,37(2):181.[doi:10.3969/j.issn.1001-0505.2007.02.001]
 Wang Chunlin,Lü Zhitao.Dynamic behavior and parameter optimization of core-tube suspension structures[J].Journal of Southeast University (Natural Science Edition),2007,37(1):181.[doi:10.3969/j.issn.1001-0505.2007.02.001]
[2]丁幼亮,李爱群,韩晓林,等.润扬大桥斜拉桥结构安全评估的有限元建模与修正[J].东南大学学报(自然科学版),2006,36(1):92.[doi:10.3969/j.issn.1001-0505.2006.01.019]
 Ding Youliang,Li Aiqun,Han Xiaolin,et al.Finite element modeling and updating of safety evaluation for Runyang cable-stayed bridge[J].Journal of Southeast University (Natural Science Edition),2006,36(1):92.[doi:10.3969/j.issn.1001-0505.2006.01.019]
[3]李爱群,丁幼亮,费庆国,等.润扬大桥斜拉桥模态频率识别的环境变异性[J].东南大学学报(自然科学版),2007,37(2):245.[doi:10.3969/j.issn.1001-0505.2007.02.013]
 Li Aiqun,Ding Youliang,Fei Qingguo,et al.Environmental variability in modal frequency identification of Runyang Cable-Stayed Bridge[J].Journal of Southeast University (Natural Science Edition),2007,37(1):245.[doi:10.3969/j.issn.1001-0505.2007.02.013]
[4]颜玉玲,张建周.大跨度拱型结构的动力特性[J].东南大学学报(自然科学版),1987,17(3):1.[doi:10.3969/j.issn.1001-0505.1987.03.001]
 Yah Yuling Zhang Jianzhou (Department of Mathematics and Mechanics).The Dynamic Characteristics of Long Span Arch Structure[J].Journal of Southeast University (Natural Science Edition),1987,17(1):1.[doi:10.3969/j.issn.1001-0505.1987.03.001]
[5]徐祥和,钱一呈.蜗形凸轮转位设备动力特性的计算机解析[J].东南大学学报(自然科学版),1982,12(2):37.[doi:10.3969/j.issn.1001-0505.1982.02.004]
 Xu Xiang-he,and Qian Yi-cheng.Computerized Analysis of Dynamic Characteristics for the Rotary Index Machine with Index Barrel Cam[J].Journal of Southeast University (Natural Science Edition),1982,12(1):37.[doi:10.3969/j.issn.1001-0505.1982.02.004]
[6]刘松玉,邱钰,童立元,等.煤矸石的动力特性试验研究[J].东南大学学报(自然科学版),2005,35(2):280.[doi:10.3969/j.issn.1001-0505.2005.02.026]
 Liu Songyu,Qiu Yu,Tong Liyuan,et al.Experimental research on dynamic properties of coal mining wastes[J].Journal of Southeast University (Natural Science Edition),2005,35(1):280.[doi:10.3969/j.issn.1001-0505.2005.02.026]
[7]孙璐,段雨芬,赵磊,等.高速铁路CRTSⅡ型板式无砟轨道结构动力特性分析[J].东南大学学报(自然科学版),2014,44(2):406.[doi:10.3969/j.issn.1001-0505.2014.02.032]
 Sun Lu,Duan Yufen,Zhao Lei,et al.Dynamic response analysis of CRTSⅡ ballastless track structure of high-speed railway[J].Journal of Southeast University (Natural Science Edition),2014,44(1):406.[doi:10.3969/j.issn.1001-0505.2014.02.032]
[8]王浩,杨敏,陶天友,等.大跨度四塔悬索桥动力特性参数敏感性分析[J].东南大学学报(自然科学版),2016,46(3):559.[doi:10.3969/j.issn.1001-0505.2016.03.017]
 Wang Hao,Yang Min,Tao Tianyou,et al.Parameter sensitivity analysis on dynamic characteristics of long-span quadruple-tower suspension bridge[J].Journal of Southeast University (Natural Science Edition),2016,46(1):559.[doi:10.3969/j.issn.1001-0505.2016.03.017]
[9]夏志远,李爱群,李建慧,等.超宽加劲梁自锚式悬索桥动力特性敏感性分析[J].东南大学学报(自然科学版),2016,46(2):360.[doi:10.3969/j.issn.1001-0505.2016.02.021]
 Xia Zhiyuan,Li Aiqun,Li Jianhui,et al.Sensitivity analysis on dynamic characteristics of self-anchored suspension bridge with super-wide girder[J].Journal of Southeast University (Natural Science Edition),2016,46(1):360.[doi:10.3969/j.issn.1001-0505.2016.02.021]
[10]余传运,张建润.输电塔线体系动力特性及风振响应分析[J].东南大学学报(自然科学版),2019,49(1):116.[doi:10.3969/j.issn.1001-0505.2019.01.017]
 Yu Chuanyun,Zhang Jianrun.Analysis on dynamic characteristics and wind-induced vibration response of transmission line systems[J].Journal of Southeast University (Natural Science Edition),2019,49(1):116.[doi:10.3969/j.issn.1001-0505.2019.01.017]

备注/Memo

备注/Memo:
作者简介: 沈顺高(1962—),男,博士,研究员.
更新日期/Last Update: 2003-01-20