A STUDY ON SHEAR STRENGTH OF HYBRID PLATE GIRDERS UNDER COMBINED LOADING

Author:

TAKETANI Junichi,NOZAKA Katsuyoshi,OKUMURA Manabu,ITO Mitsuru

Publisher

Japan Society of Civil Engineers

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. 1) 超鉄鋼を活用した高性能土木.建築構造に関する検討小委員会:超鉄鋼の構造物への利用技術についての検討,JSSC, No.53, pp.1-10, 2004.

2. PROPOSAL OF NEW HIGH PERFORMANCE STEELS FOR BRIDGES (BHS500, BHS700)

3. 3) (社)日本鋼構造協会:限界状態設計法に基づいたハイブリッド桁の設計基準(案),2002.

4. 4) (社)日本鋼構造協会:合成桁の限界状態設計法試案,2006.

5. 5) Climgenpeel, B. F. and Barth, K. E.: Design Optimization Study of a Three-Span Continuous Bridge Using HPS70W, Engineering Journal, AISC, Vol.40, No.3, pp.149-158, 2003.

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Hybrid steel girders: Review, advantages and new horizons in research and applications;Journal of Constructional Steel Research;2023-08

2. DESIGN AND APPLICABILITY OF STEEL AND STEEL-CONCRETE PLATE GIRDER BRIDGES WITH HYBRID SECTION;Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE));2012

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