Characterization of radial and circumferential mechanical energy components in bi-directional nonlinear seismic response of steel bridge piers-Reference-Cited by-同舟云学术

Characterization of radial and circumferential mechanical energy components in bi-directional nonlinear seismic response of steel bridge piers

Published:2017 Issue: Volume:199 Page:3009-3014
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Liu Yanyan,Igarashi Akira

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference7 articles.

1. Japan Road Association. Specification for highway bridges, Part V Seismic Design, 2012 (in Japanese).

2. Nagata, K., Watanabe, E., Sugiura, K.. Elasto-plastic response of box steel piers subjected to strong ground motion in horizontal 2 directions. Journal of Structural Engineering (JSCE), 2004, 50A: 1427-1436 (in Japanese).

3. Dang, J., Nakamura, T., Aoki, T., Suzuki, M.. Bi-directional loading hybrid test of square section steel piers. Journal of Structural Engineering, Japan Society of Civil Engineers, 2010, 56A: 367-380 (in Japanese).

4. Experimental study for seismic security of steel bridge piers under bi-directional ground motion excitation. Journal of Japan Society of Civil Engineers;Dang;Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)),2012

5. Igarashi, A., Furukawa, A., Uno, H., Matsuda, H.. Generation of spectrum-compatible bi-directional ground motion accelerograms for seismic design of bridges. Proc. 16th World Conference on Earthquake Engineering (16WCEE), 2017, Paper No.785.

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