Investigations of dynamic characteristics of a tall industrial chimney due to light wind and solar radiation
Peter Breuer
Stuttgart University of Applied Sciences; Stuttgart, Germany (Germany)
Tadeusz Chmielewski
Department of Structural Mechanics; Faculty of Civil Engineering; Opole University of Technology (Poland)
Piotr Górski
Department of Structural Mechanics; Faculty of Civil Engineering; Opole University of Technology (Poland)
https://orcid.org/0000-0001-9355-3410
Eduard Konopka
Stuttgart University of Applied Sciences; Stuttgart, Germany (Germany)
Lesław Tarczyński
Opole University of Technology; Opole, Poland (Poland)
Abstract
The present paper describes field tests conducted on the 300 m tall industrial chimney, located in the power station of Bełchatów (Poland), where the GPS rover receivers were installed at three various levels. The objectives of these GPS tests were to investigate the deformed vertical profile of this chimney, and its dynamic characteristics, i.e. the first natural frequency and the modal damping ratios. The results for the satellite signal receptions, the synopsis of recorded baselines and their ambiguity solutions, drifts of the chimney due to solar radiation and air temperature variations and dynamic wind response characteristics are presented.
Keywords:
chimney, monitoring, GPS, wind, temperature, dynamic, dampingReferences
Flaga A., Bosak G., Kłaput R., Flaga Ł.[1] Celebi M. GPS in dynamic monitoring of long-period structures. Soil Dynamics and Earthquake Engineering 20 (2000) 477-483.
Google Scholar
Tamura Y, Matsui M, Pagnini Luisa-Carlotta, Ishibashi R, Yoshida A. Measurement of wind-induced response of buildings using RTK-GPS. Journal of Wind Engineering and Industrial Aerodynamics 90 (2002) 1783–1793.
DOI: https://doi.org/10.1016/S0167-6105(02)00287-8
Google Scholar
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 30 (2008) 2771-2781.
Google Scholar
Authors
Peter BreuerStuttgart University of Applied Sciences; Stuttgart, Germany Germany
Authors
Tadeusz ChmielewskiDepartment of Structural Mechanics; Faculty of Civil Engineering; Opole University of Technology Poland
Authors
Piotr GórskiDepartment of Structural Mechanics; Faculty of Civil Engineering; Opole University of Technology Poland
https://orcid.org/0000-0001-9355-3410
Authors
Eduard KonopkaStuttgart University of Applied Sciences; Stuttgart, Germany Germany
Authors
Lesław TarczyńskiOpole University of Technology; Opole, Poland Poland
Statistics
Abstract views: 201PDF downloads: 106
License
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.
