APPROXIMATE EIGENVALUES OF TUNED MASS DAMPER (TMD) -STRUCTURE DYNAMICAL SYSTEM AND DESIGN FORMULAS OF TMD

Author:

ABE Masato1,FUJINO Yozo1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference15 articles.

1. 1) 津村直宜編: 制振事例, 振動制御コロキウム Part A「構造物の振動制御」, pp. 102-172, 土木学会, 1991年7月.

2. Z) Igusa, T. and Der Kiureghian, A.: Dynamic Characterization of Two-Degree-of-Freedom Equipment-Structure Systems, Jour. of Eng. Mech., Vol. 111, No. 1, pp. 1-19, ASCE, January 1984.

3. 3) Igusa, T. and Der Kiureghian, A.: Dynamic Analysis of Multiple Tuned and Arbitrarily Supported Secondary Systems, Report No. UCB/EERC-83/07, Earthquake Engineering Research Center, Uuiversity of California, Berkeley, July, 1983.

4. 4) Pacheco, B. M. and Fujino, Y.: Approximate Explicit Formulas for Complex Modes of Two-Degree-of-Freedom (2DOF) system, Proc. of JSCE, No. 404/I-11, pp. 213-222, JSCE, April, 1989.

5. 5) Warburton, G. B.: Optimum Absorber Parameters for Various Combinations of Response and Excitation Parameters, Earthq. Eng. and Struct. Dyn., Vol. 10, pp. 381-401, 1982.

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