Optimal design of piping system represented by 3-dimensional beam model with inertia mass elements

Author:

YAMAZAKI Issei1,HIRAMOTO Kazuhiko2

Affiliation:

1. Sanwa Tekki Corporation

2. Niigata University

Publisher

Japan Society of Mechanical Engineers

Reference11 articles.

1. Hiramoto, K., Matsuoka, T., Sunakoda, K., Fukukita, A. and Yamazaki, I., Bang-bang type semi-active control of civil structures: a prediction-based approach, Journal of System Design and Dynamics, Vol. 4, No. 1 (2010), pp. 103-114.

2. Johnson, F. R. and Holland, T. J., SAP IV user’s guide version 1.0 — A structural analysis program for static and dynamic response of linear systems (1993), p. 74, available from <https://apps.dtic.mil/dtic/tr/fulltext/u2/a266907.pdf>, (accessed on 27 April, 2021).

3. Nakamura, Y. and Hanzawa, T., Performance-based placement design of tuned electromagnetic inertial mass dampers, frontiers in Built Environment (2017), DOI: 10.3389/fbuil.2017.00026.

4. Nigam, N. C. and Jennings, P. C., Calculation of response spectra from strong-motion earthquake records, Bulletin of the Seismological Society of America, Vol. 59, No. 2 (1969), pp. 909-922.

5. Okumura, A., Vibration isolation connection devices and vibration isolation connection mechanism for structures, Japanese Patent No. 3718683 (filling 1995, publication 1997) (in Japanese).

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