Review of some research on the full-scale monitoring of civil engineering structures using GPS

• Autorzy: Chmielewski T. , Górski P.

Identyfikatory

DOI

10.4467/2353737XCT.15.134.4171

Warianty tytułu

PL

Przegląd wybranych badań dotyczących monitorowania konstrukcji budowlanych za pomocą techniki GPS

• Języki publikacji: EN

Abstrakty

EN

The static and dynamic deformation monitoring of engineering structures has been a matter of concern for engineers for many years. This paper provides a review of research and development activities from 1993 in the field of bridges, tall buildings, and tower health monitoring using GPS. Firstly, early pioneering applications of GPS to measure the structural vibrations of these structures and the assessment of the measurement accuracy of GPS are briefly described. The progress on monitoring the displacements and dynamic characteristics of bridges and tall structures, caused by traffic loads, wind, and the combined influence of solar radiation and daily air temperature variations, is then presented.

PL

Monitorowanie statycznych i dynamicznych przemieszczeń konstrukcji budowlanych jest przedmiotem zainteresowań inżynierów od wielu lat. W artykule przedstawiono przegląd badań i rozwój od 1993r. techniki GPS w monitorowaniu stanu technicznego konstrukcji mostowych, wysokich budowli i wież. Opisano pionierskie zastosowania systemu GPS do pomiarów drgań wymienionych konstrukcji budowlanych i badania dokładności tego systemu pomiarowego. Przedstawiono rozwój techniki GPS w monitorowaniu przemieszczeń i badaniu charakterystyk dynamicznych mostów i wysokich konstrukcji, poddanych działaniom wywołanym ruchem komunikacyjnym, wiatrem, nasłonecznieniem i dobową zmianą temperatury powietrza.

Słowa kluczowe

EN

Global Positioning System GPS; measurement accuracy; displacement monitoring; bridges; tall buildings; towers

PL

Globalny System Pozycyjny (GPS); dokładność pomiaru; monitorowanie przemieszczeń; mosty; wysokie budynki; wieże

• Wydawca: Wydawnictwo Politechniki Krakowskiej im. Tadeusza Kościuszki
• Czasopismo: Czasopismo Techniczne. Budownictwo
• Rocznik: 2015
• Tom: Y. 112, iss. 2-B
• Strony: 229--239
• Opis fizyczny: Bibliogr. 18 poz., wykr., il.

Twórcy

autor

Chmielewski T.

• Department of Civil Engineering, Opole University of Technology, Poland

autor

Górski P.

• Department of Civil Engineering, Opole University of Technology, Poland

Bibliografia

• [1] Ashkenazi V., Roberts G.W., Experimental monitoring of the Humber bridge using GPS, Proceedings, Institution of Civil Engineers, Vol. 120, 1997, 177-182.
• [2] Breuer P., Chmielewski T., Górski P., Konopka E., Tarczynski L., The Stuttgart TV Tower − displacement of the top caused by the effects of sun and wind, Engineering Structures, Vol. 30(10), 2008, 2771-2781.
• [3] Çelebi M., GPS in dynamic monitoring of long-period structures, Soil Dynamics Earthquake Engineering, Vol. 20, 2000, 477-483.
• [4] Chan W.S., Xu Y.L., Ding X.L., et al., Assessment of dynamic measurement accuracy of GPS in three directions, Journal of Surveying Engineering ASCE , Vol. 132(3), 2006, 108-117.
• [5] Chen Y.Q., Huang D.F., Ding X.L., Xu Y.L., Ko J.M., Measurement of vibrations of tall buildings with GPS: a case study, Proc. of the International Symposium on NDE for Health Monitoring and Diagnostics, USA , California, Newport Beach 2001.
• [6] Kijewski-Correa T., Kareem A., Kochly M., Experimental verification and full-scale deployment of Global Positioning Systems to monitor the dynamic response of tall buildings, Journal of Structural Engineering ASCE, Vol. 132(8), 2006, 1242-1253.
• [7] Kijewski-Correa T., Pirnia J.D., Dynamic behavior of tall buildings under wind: insights from full-scale monitoring, The Structural Design of Tall and Special Buildings, Vol. 16(4), 2007, 471-486.
• [8] Leach M.P., Hyzak M.D., GPS structural monitoring as applied to a cable-stayed suspension bridge, Proc. Int. Fed. of Surveyors (FIG) 20th Congr., Australia, Melbourne, 606.2/1-606.2/12, 1994.
• [9] Lovse J., Teskey W., Lachapelle G., Cannon M., Dynamic deformation monitoring of tall structure using GPS technology, Journal of Surveying Engineering, Vol. 121(1), 1995, 35-40.
• [10] Meng X., Dodson A.H., Roberts G.W., Detecting bridge dynamics with GPS and triaxial accelerometers, Engineering Structures, Vol. 29, 2007, 3178-3184.
• [11] Moschas F., Stiros S., Measurement of the dynamic displacements and of the modal frequencies of a short-span pedestrian bridge using GPS and an accelerometer, Engineering Structures, Vol. 33(1), 2011, 10-17.
• [12] Moschas F., Stiros S., PLL bandwidth and noise in 100 Hz GPS measurements, GPS Solutions, online: 7.05.2014.
• [13] Nakamura S., GPS measurement of wind-induced suspension bridge girder displacements, Journal of Structural Engineering ASCE , Vol. 126(12), 2000, 1413-1419.
• [14] Nickitopoulou A., Protopsalti K., Stiros S., Monitoring dynamic and quasi-static deformations of large flexible engineering structures with GPS: Accuracy, limitations and promises, Engineering Structures, Vol. 28(10), 2006, 1471-1482.
• [15] Ogaja C., Rizos C., Han S.W., Is GPS good enough for monitoring the dynamics of high-rise buildings?, Proc. 2nd Trans Tasman Surveyors Congress, New Zealand, Queenstown 2000.
• [16] Ogaja C., Rizos C., Wang J.L., Brownjohn J., GPS and building monitoring case study: Republic Plaza Building, Singapore, Proc. International Symposium on Kinematic Systems in Geodesy, Geomatics and Navigation, Canada, Banff 2001.
• [17] Ogaja C., Wang J.J., Rizos C., Detection of wind-induced response by wavelet transformed GPS solutions, Journal of Surveying Engineering, Vol. 129(3), 2003, 99-104.
• [18] Tamura Y., Matsui M., Pagnini L.-C., Ishibashi R., Yoshida A., Measurement of windinduced response of buildings using RTK-GPS, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 90, 2002, 1783-1793.