Benzeşik Dinamik Deney Tekniğinde Kullanılan iki Farklı İntegrasyon Tekniğinin Deneysel ve Sayısal Çalışmalar ile İrdelenmesi

Author:

ÖZKAYNAK Hasan,YÜKSEL Ercan

Publisher

Deu Muhendislik Fakultesi Fen ve Muhendislik

Subject

General Medicine

Reference45 articles.

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2. [2] Takanashi K. 1975. Non-linear earthquake response analysis of structures by a computer actuator on-line system, Transactions of the Architectural Institute of Japan, Cilt. 229, s. 77-83.

3. [3] Okada T, Takanashi K, Seki M, Taniguchi H. 1980. Nonlinear earthquake response of system anchored on RC building floor, Bulletin of Earthquake Resistant Structure Research Center, Cilt. 13, s. 63-85.

4. [4] Okada T, Matsutaro Seki M, Park Y.J. 1980. A simulation of Earthquake Response of Reinforced Concrete Building Frames to bi-directional Ground Motion by IIS Computer Actuator On-line System, Seventh World Conference on Earthquake Engineering, 9-13 September, Istanbul, Turkey.

5. [5] Balendra T, Lam K, Liaw C, Lee S. 1987. Behavior of eccentrically braced frame by pseudo-dynamic tests, Journal of Structural Engineering, ASCE, Cilt. 113(4), s. 673-688.

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