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京沈高速公路钢管混凝土独柱式立交桥的设计 被引量:1

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摘要 本文针对京沈高速公路上采用的独柱式钢管混凝土桥墩的跨线桥,从其结构形式的选定,以及上下部的设计等几个方面分别对该种桥型予以了介绍。
作者 王新
出处 《北方交通》 1997年第6期29-33,共5页 Northern Communications
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  • 1李连法.南京龙池立交桥曲线箱梁的设计与施工[J].桥梁建设,1996,26(1):20-22. 被引量:1
  • 2周恩海.铁路轻型桥墩横向刚度加固设计与研究[J].铁道建筑,2006,46(5):5-8. 被引量:5
  • 3蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003..
  • 4Kazuhiro Nishikawa, Satoshi Yamamoto, Tohru Natori, et al. Retrofitting for seismic upgrading of steel bridge columns[J]. Engineering Structures, 1998, 20, 4 - 6: 540 - 551.
  • 5Susantha K. A. S, Tetsuhiko Aoki, Takushi Kumano, et al. Applicability of low-yield-strength steel for ductility improvement of steel bridge piers [ J ]. Engineering Structures, 2005, 27:1064 - 1073.
  • 6Kitada T, Yamaguchi T, Matsumura M, et al. New technologies of steel bridges in Japan [ J ]. Journal of Constructional Steel Research, 2002, 58: 21- 70.
  • 7Kitada T. Ultimate strength and ductility of state-of-the-art concrete-filled steel bridge piers in Japan[J], Engineering Structures, 1998, 20, 4 - 6:347 - 354.
  • 8Shun-ichi Nakamura, Yoshiyuki Momiyama, Tetsuya Hosaka, et al. New technologies of steel concrete composite bridges [ J ] . Journal of Constructional Steel Research, 2002, 58: 99- 130.
  • 9Shanmugam N E, Lakshmi B, State of the art report on steel-concrete composite columns [ J ]. Journal of Constructional Steel Research, 2001, 57:1041 - 1080.
  • 10Toshiyuki Kitada, Masahide Matsumura, Yukitoshi Otoguro. Seimic retrofitting techniques using an energy absorption segment for steel bridge piers [ J]. Engineering Structures, 2003, 25: 621- 635.

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