Equivalent linear method considering frequency dependent characteristics of stiffness and damping

Author:

Yoshida Nozomu,Kobayashi Satoshi,Suetomi Iwao,Miura Kinya

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. Schnabel PB, Lysmer J, Seed HB. SHAKE: a computer program for earthquake response analysis of horizontally layered sites. Report No. EERC72-12, University of California, Berkeley, 1972.

2. Lysmer J, Udaka T, Tsai C-F, Seed HB. FLUSH: a computer program for approximate 3-D analysis of soil-structure interaction problems. Report No. EERC75-30, University of California, Berkeley, 1975.

3. Yoshida N, Tsujino S, Ishihara K. Stress–strain model for nonlinear analysis of horizontally layered deposit. Summaries of the Technical Papers of Annual Meeting of AIJ, vol. B (structure I), 1990. p. 1639–40 (in Japanese).

4. Yoshida N, Tsujino S. A simplified practical stress–strain model for the multi-dimensional analysis under repeated loading. Proceedings of the 28th Japan National Conference of Soil Mechanics and Foundation Engineering. 1993. p. 1221–4 (in Japanese).

5. Yoshida N, Tazoh T, Suzuki H. Comparisons of nonlinear dynamic response analysis method. Proceedings of the 23rd JSCE Earthquake Engineering Symposium, 1995. p. 49–52 (in Japanese).

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