Monitoring horizontal displacements in a vertical profile of a tall industrial chimney using Global Positioning System technology for detecting dynamic characteristics

被引:24
作者
Breuer, Peter [1 ]
Chmielewski, Tadeusz [2 ]
Gorski, Piotr [2 ]
Konopka, Eduard [1 ]
Tarczynski, Leslaw [2 ]
机构
[1] Stuttgart Univ Appl Sci, Dept Geomat Comp Sci & Math, Hsch Tech Stuttgart, D-70174 Stuttgart, Germany
[2] Opole Univ Technol, Fac Civil Engn, PL-45061 Opole, Poland
关键词
Global Positioning System (GPS); displacement monitoring; digital signal processing; identification of structural dynamic characteristics; measurement errors; WIND-INDUCED RESPONSE; GPS; BUILDINGS; BRIDGE;
D O I
10.1002/stc.1730
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Global Positioning System (GPS) dual-frequency receivers installed at three various levels were used in two field tests to record the response of the 300-m tall industrial chimney, located in the power station of Bechatow (Poland), exposed to the light wind and temperature variations. The fast Fourier transformation and the peak-picking approach based on the band-pass filtering technique (a second-order Type 1 Chebyshev band-pass) were employed to detect dominant natural frequencies and relevant vibrations of the maximum displacements of the chimney. The damping ratios for both tests were also determined. The estimated first natural frequencies and mode shapes, using GPS measurements, matched well with predicted from a calculation of the finite element model, created for the chimney. The assessment of measurement errors caused by GPS system before and after filtering is also presented. This paper concludes that GPS is a viable tool for detecting the structural dynamic characteristics and that GPS is capable of tracking the vibrations of long-period structures to a few millimetresin our tests to 2mm during short time intervals. These results were obtained by using the GPS 10Hz filtered data. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:1002 / 1023
页数:22
相关论文
共 26 条
[1]   The Stuttgart TV Tower - displacement of the top caused by the effects of sun and wind [J].
Breuer, Peter ;
Chmielewski, Tadeusz ;
Gorski, Piotr ;
Konopka, Eduard ;
Tarczynski, Leslaw .
ENGINEERING STRUCTURES, 2008, 30 (10) :2771-2781
[2]   Engineering vibration monitoring by GPS: long duration records [J].
Casciati, F. ;
Fuggini, C. .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2009, 8 (03) :459-467
[3]   Monitoring a steel building using GPS sensors [J].
Casciati, Fabio ;
Fuggini, Clemente .
SMART STRUCTURES AND SYSTEMS, 2011, 7 (05) :349-363
[4]   GPS in dynamic monitoring of long-period structures [J].
Çelebi, M .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2000, 20 (5-8) :477-483
[5]   Fiber Bragg grating sensors for structural health monitoring of Tsing Ma bridge: Background and experimental observation [J].
Chan, THT ;
Yu, L ;
Tam, HY ;
Ni, YQ ;
Chung, WH ;
Cheng, LK .
ENGINEERING STRUCTURES, 2006, 28 (05) :648-659
[6]   Theoretical and experimental free vibrations of tall industrial chimney with flexibility of soil [J].
Chmielewski, T ;
Górski, P ;
Beirow, B ;
Kretzschmar, J .
ENGINEERING STRUCTURES, 2005, 27 (01) :25-34
[7]  
Chmielewski T, 2009, WIND STRUCT, V12, P401
[8]  
Chopra AK, 1995, Dynamics of Structures: Theory and Applications to Earthquake Engineering
[9]   An interferometric radar for non-contact measurement of deflections on civil engineering structures: laboratory and full-scale tests [J].
Gentile, Carmelo ;
Bernardini, Giulia .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2010, 6 (05) :521-534
[10]   Simple microwave sensor for remote detection of structural vibration [J].
Grazzini, G. ;
Pieraccini, M. ;
Dei, D. ;
Atzeni, C. .
ELECTRONICS LETTERS, 2009, 45 (11) :567-568