Issue |
MATEC Web of Conferences
Volume 24, 2015
EVACES’15, 6th International Conference on Experimental Vibration Analysis for Civil Engineering Structures
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|
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Article Number | 04006 | |
Number of page(s) | 6 | |
Section | Structural monitoring | |
DOI | https://doi.org/10.1051/matecconf/20152404006 | |
Published online | 19 October 2015 |
Wind-induced vibration experiment on solar wing
1 School of Civil Engineering, Beijing jiaotong University, 3 Shangyuancun Xizhimenwai, Beijing, China
2 Wind Engineering Research Center, Tokyo Polytechnic University, 1583 Iiyama Atsugi, Kanagawa, Japan
3 Photovoltaic Power Section, JFE Technos Co.Ltd, 2-1 Suehiro-cho Tsurumi-ku Yokohama, Kanagawa, Japan
a Corresponding author: kimyc@arch.t-kougei.ac.jp
This paper describes wind tunnel experimental results of wind-induced responses of a solar wing system, and investigates its aeroelastic instability using a scaled model. The model comprised 12 solar wing units, each supported by 2 cables. The gaps between units were set constant. Two sag ratios (i.e. sag/span length) were adopted. The wind speed was varied from 0 to 16m/s, and 18 different wind speeds were used. From the experiment, when the sag was 2%, a sudden increase in fluctuating displacement was found near a mean wind speed of 10m/s at a wind direction of 40° A sudden increase in fluctuating displacements was also found near a mean wind speed of 1m/s when the wind direction was larger than 60° When the sag increased to 5%, some differences among units in mean displacements were found and complicate vibration in fluctuating displacement at low wind speed was observed.
© Owned by the authors, published by EDP Sciences, 2015
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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