Full-scale tests on rectangular hollow bridge piers

Author:

Yeh Y. -K.,Mo Y. L.,Yang C. Y.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Mander, J. B., Priestley, M. J. N. and Park, R., ‘Behavior of ductile hollow reinforced concrete columns’,Bulletin of the New Zealand National Society for Earthquake Engineering 16 (4) (1983) 273–290.

2. Taylor, A. W. and Breen, J. E., ‘Design recommendations for thin-walled box piers and pylons’,ACI Concrete International 16 (12) (1994) 36–41.

3. Suda, K., Murayama, Y., Amano, R. and Ichinomiya, T., ‘Effect of torsion on ductility of reinforced concrete piers with hollow section’, Proceedings of the 50th Annual Conference of JSCE, Vol. V, 1995, 840–841.

4. Suda, K., Shimbo, H., Masukawa, J. and Murayama, Y., ‘New method for restraint of longitudinal bar buckling in rectangular columns with hollow section’, Proceedings of Technical Conference of the Great Hanshin-Awaji Earthquake, JSCE, Tokyo, 1996, 579–582.

5. Matsuda, T., Yukawa, Y., Yasumatsu, T., Ishihara, S., Suda, K., Shimbo, H. and Saito, H., ‘Seismic model tests of reinforced concrete hollow piers’, Proceedings of 12th US-Japan Bridge Engineering Workshop, Buffalo, 1996, 407–421.

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