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Formulation of design guideline for long-life steel girder bridges

Formulation of design guideline for long-life steel girder bridges
长寿命钢梁桥设计导则的制定
批准号:
05302037
负责人:
FUJINO Yozo
金额:
$8.45万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Co-operative Research (A)
财政年份:
1993
资助国家:
日本
项目状态:
已结题
起止时间:
1993 至 1994

项目摘要

项目成果

FUJINO Yozo的其他基金

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相关文献

中文摘要
翻译
要实现桥梁的长寿命,疲劳问题是重要的问题之一。其次,对三梁式钢筋混凝土板桥进行了大型三维有限元分析,并对次构件的应力进行了研究。有人指出,次要成员的建模需要特别注意。如果钢筋混凝土板有足够的刚度,根据现行规范,梁桥中的大多数加劲构件从疲劳的角度来看是不合理的。尽管不能提出钢桥油漆的替代方案,但高质量的油漆是延长寿命的合理选择。对钢箱梁内部除湿系统进行了试验研究。
英文摘要
To achieve long life bridges, fatigue is one of the important issues. A design guideline to ensure fatigue safety of bridges under vehicle loading was presented.In the next place, large 3D FEM analysis was conducted for 3-girder RC-slab bridge and stress in secondary members was studied. It was pointed out that modeling of the secondary members requires special attention. Provided that the RC slab is stiff enough, most of stiffening members in the girder bridge according to the present code is not justified from a viewpoint of fatigue.Although alternative to painting of steel bridges could not be proposed, it was shown that high quality painting is a rational choice toward long life. Dehumidification system for interior of the steel box girder was experimentally studied.
期刊论文(21)
专著(0)
科研奖励(0)
会议论文
坂野昌弘: "300年耐用鋼道路橋の疲労設計法" 鋼構造年次論文報告集. 2. 643-650 (1994)
Masahiro Sakano:“300年耐用钢公路桥梁的疲劳设计方法”钢结构年报2. 643-650(1994)。
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
藤野陽三: "吊形式橋梁の現状と将来" 鋼構造論文集. 4. 10-26 (1994)
Yozo Fujino:“悬索式桥梁的现状和未来”《钢结构杂志》4. 10-26 (1994)。
DOI: --
发表时间:
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作者: []
通讯作者:
坂野 昌弘 他: "面外ガセット溶接継手の板厚効果に関する疲労実験" 構造工学論文集. (印刷中). (1994)
Masahiro Sakano 等人:“平面外角撑板焊接接头的板厚度影响的疲劳实验”《结构工程杂志》(正在出版)。
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
坂野昌弘: "300年耐用鋼道路板の疲労設計法" 鋼構造年次論文報告集. 2. 643-650 (1994)
Masahiro Sakano:“300年耐用钢路板的疲劳设计方法”钢结构年度论文报告2. 643-650(1994)。
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
共 20 条
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    • 项目类别:
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    Evaluation of ultimate performance of civil infrastructure using dense monitoring
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    • 项目类别:
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