THREE-DIMENSIONAL DYNAMIC COLLAPSE OF THIN-WALLED STEEL PIERS UNSER SEISMIC ACCELERATIONS

Author:

GOTO Yoshiaki,EBISAWA Takemasa,BACH Nguyen Van

Publisher

Japan Society of Civil Engineers

Reference9 articles.

1. 3) Ishida, S. and Morisako, K. : Collapse of SDOF system to harmonic excitation, J. Eng. Mech., Vol. 111, No. 3, ASCE, pp. 431-448, 1985.

2. 4) Nakajima, A., Kuranishi, S. and Abe, H. : Dynamic failure of structures with structural instability, Proc. of JSCE, Struct. Eng. / Earthq. Eng., Vol. 4, No. 2, pp. 351-360, 1987.

3. 6) Araki, Y. and Hjelmstad, K. D. : Criteria for assessing dynamic collapse of elastoplastic structural systems, Earthq. Eng. Struct. Dyn., Vol. 29, pp. 1177-1198, 2000.

4. 7) Nakajima, A., Abe, H. and Kuranishi, S. : Effect of multiple collapse mode on dynamic failure of structures with structural instability, Proc. of JSCE, Struct. Eng. / Earthq. Eng., Vol. 7, No. 1, pp. 13-23, 1990.

5. 11) Goto, Y. : Chapter 10 Seismic Design of Thin-Walled Steel and CFT Piers, Seismic Design, Bridge Engineering Handbook, Second edition, CRC Press, ISBN 9781439852057, pp. 337-377, 2014.

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