<b>Natural Frequency Identification Method for Substructures in Railway Bridges and Viaducts</b>

Author:

WADA Kazunori1,SAKAI Kimitoshi1

Affiliation:

1. Structural Dynamics and Response Control Laboratory, Center for Railway Earthquake Engineering Research

Publisher

Railway Technical Research Institute

Reference16 articles.

1. [1] Nakajima, A., Nakano, K. and Nakamura, S., "Vibrational property of independent piers and completed bridge by using microtremor measurement," Journal of Structural Engineering, Vol. 56A, pp. 305-314, 2010 (in Japanese).

2. [2] Tokunaga, M., Sogabe, M., Tanimura, H. and Ono, K., "Method for evaluating equivalent natural period with microtremor measurement," Proceedings of JSCE A1, Vol. 71, No. 1, pp. 72-86, 2015 (in Japanese).

3. [3] Nishimura, A. and Tanamura, S., "A study on integrity assessment of railway bridge foundation," RTRI Report, Vol. 3, No. 8, pp. 41-49, 1989 (in Japanese).

4. [4] Nishimura, A., "A study on integrity assessment of railway rigid frame bridge," RTRI Report, Vol. 4, No. 9, pp. 14-21, 1990 (in Japanese).

5. [5] Saito, T., "System identification of a high-rise building applying multi-input-multi-output ARX model of modal analysis," J. Struct. Constr. Eng., AIJ, No. 508, pp. 47-54, 1998 (in Japanese).

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