An Experimental Study on Hollow Section Bridge Pier with the use of Steel - Frame - Elements
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- NISHIUMI Kenji
- 新日本製鐵株式会社鋼構造研究開発センター
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- OKIMOTO Masayuki
- 新日本製鐵株式会社鋼構造研究開発センター
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- KAWABATA Noriyuki
- 新日本製鐵株式会社建材開発技術部
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- OGATA Norio
- 日本道路公団試験研究所橋梁研究室
Bibliographic Information
- Other Title
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- 鋼製エレメントを用いた合成構造中空断面橋脚における実験的研究
Description
A new composite structure for bridge pier with the use of the steel-frame elements has been proposed to reduce construction labor and period. The composite structure consists of concrete and the steel-frame elements which have lateral joints to connect each other and openings to act as shear connectors. For a hollow pier, the steel-frame elements consist of inner and outer plates connected by tie-plates to prevent plates from buckling. In order to investigate the seismic behavior of the composite hollow pier, the cyclic horizontal loading tests were carried out. The experiments indicated that the longitudinal and transverse steel of the elements acted as reinforcing bar and the composite bridge pier showed high ductility under the influence of tie-plate.
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 3 (9), 57-66, 1996
Japanese Society of Steel Construction
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Details 詳細情報について
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- CRID
- 1390282680292103296
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- NII Article ID
- 130004301417
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- ISSN
- 18840329
- 18809928
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed