FRF-based modal testing of the highest timber building in the world in operation using wireless accelerometers

被引:0
|
作者
Pavic, Aleksandar [1 ]
Ao, Wai Kei [2 ]
Tulebekova, Saule [3 ]
Malo, Kjell Arne [3 ]
Ronnquist, Anders [3 ]
机构
[1] Univ Exeter, Dept Engn, Harrison Bldg,Streatham Campus,North Pk Rd, Exeter EX4 4QF, Devon, England
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Yuk Choi Rd, Hong Kong, Peoples R China
[3] Norwegian Univ Sci & Technol, Dept Struct Engn, N-7034 Trondheim, Norway
关键词
D O I
10.1088/1742-6596/2647/24/242009
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper describes practical application of a novel and oven-controlled crystal oscillator (OCXO) high-precision synchronised wireless data acquisition system for a modal testing of the tallest all-timber building in the world - the 18-storey, 88.8m tall Mjostarnet (the Mjosa Tower) in Brumunddal, Norway. The modal testing was challenging as it was conducted in an occupied building in normal operation and was based on measuring both dynamic excitation and response yielding a set of frequency response functions (FRFs) across four different floors of the building. To the best knowledge of the authors, this was the first time that an FRF-based modal test was attempted on such a large building structure in operation. Moreover, although the structure was in operation, the testing was completed in only 48h, including commissioning and de-commissioning of all of the instrumentation, yielding a full set of point- and transfer accelerance FRFs. The paper presents the equipment used, key logistical challenges and quality assurance steps made to assure measurement of good quality FRF data in such short period of time demonstrating feasibility of the whole exercise. A total of seven modes of vibration, including higher order modes of vibration were estimated by curve-fitting the measured FRF data. This includes the 3rd bending and 2nd torsion modes difficult to measure via the standard ambient vibration testing of tall buildings. These modes could be used to investigate a number of uncertain modelling features in tall timber buildings, such as the stiffness of timber joints.
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页数:15
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