Temperature-induced variations of measured modal frequencies of steel box girder for a long-span suspension bridge
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-011-2004-4.pdf
Reference20 articles.
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2. Cornwell, P., Farrar, C. R., Doebling, S. W., and Shoh, H. (1999). “Environmental variability of modal properties.” Experimental Techniques, 23(6), pp. 45–48.
3. Ding, Y. L., Li, A. Q., and Liu, T. (2008a). “Environmental variability study on the measured responses of Runyang Cable-stayed Bridge using wavelet packet analysis.” Science in China Series E: Technological Sciences, 51(5), pp. 517–528.
4. Ding, Y. L., Li, A. Q., Sun, J., and Deng, Y. (2008b). “Experimental and analytical studies on static and dynamic characteristics of steel box girder for Runyang Cable-stayed Bridge.” Advances in Structural Engineering, 11(4), pp. 425–438.
5. Doebling, S. W., Farrar, C. R., and Prim, M. B. (1998). “A summary review of vibration-based damage identification methods.” Shock and Vibration Digest, 30(2), pp. 91–105.
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