Seismic Performance of Steel Bridge Piers Corroded at Corners and Bottoms for Several Earthquake Motions

Author:

Kitahara Takeshi,Ohtani Yuka,Nagata Kazutoshi

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference10 articles.

1. Nagata K.;Kato K.;Sugiura K.;Hashimoto K.;Kitahara T.(2012)Behavior of rectangular steel bridge piers with corrosion damages in the corners subjected to 2 horizontal directional loading. Proceedings of the 3rdInternational Workshop on Advances in Seismic Experiments and Computations pp.248–253.

2. Suzuki M. (ed.) Subcommittee on Life Cycle Management for Infrastructures(2013)Life Cycle Management for Infrastructures – its Methodology Examples and Guideline ‐. Maruzen pp.97‐107. (In Japanese).

3. Goto Y.;Jiang K.;Obata M.(2013)Ultimate State of Inverted L‐shaped Thin‐walled Hollow Cylindrical Steel Bridge Piers Subjected to Bi‐directional Seismic Excitations. Proc.10th Pacific Structural Steel Conference 982–988.

4. Bidirectional loading hybrid tests of square cross-sections of steel bridge piers

5. Analytical study on strength and deformation capacity of inverted L‐shaped steel bridge piers subjected to out‐of‐plane cyclic loading;Ge H.;J of JSCE,2003

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