New technologies of steel bridges in Japan

被引:20
作者
Kitada, T
Yamaguchi, T
Matsumura, M
Okada, J
Ono, K
Ochi, N
机构
[1] Osaka City Univ, Bridge Engn Lab, Dept Civil Engn, Sumiyoshi Ku, Osaka 5588585, Japan
[2] Osaka Univ, Dept Civil Engn, Osaka, Japan
[3] Akashi Natl Coll Technol, Dept Civil Engn, Akashi, Hyogo, Japan
关键词
steel bridge; elasto-plastic finite displacement analysis; dynamic analysis; high strength steel; ultimate strength; design method; bridge pier; seismic design; retrofitting method; high strength bolt; friction bolt joint; tension bolt joint;
D O I
10.1016/S0143-974X(01)00029-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Introduced in this paper are (1) some computer programs for static/dynamic elasto-plastic finite displacement analyses used in designing steel bridge structures, (2) the ultimate strength and design methods of steel plates, stiffened plates and columns made of high strength steel subjected to compression, (3) seismic design and retrofitting methods of new and existing steel bridge piers after the Hyogo-ken Nambu Earthquake, and (4) friction type joints and tension type joints with high strength bolts and development of high performance high strength bolts in Japan. These are some topics which the authors are concerned with among new technologies of steel bridges under development in Japan, such as development of high performance steel, new fiber materials, new types of bridges, performance based design methods, seismic design method against earthquakes of level 2 like the Hyogo-ken Nambu Earthquake, and bridge management system. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:21 / 70
页数:50
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