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钢管混凝土组合高墩施工工艺 被引量:4

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摘要 根据雅泸高速公路腊八斤特大桥施工实践,介绍钢管混凝土组合高墩施工工艺。
出处 《西南公路》 2011年第4期57-61,共5页 Southwest Highway
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  • 1曾彦,曾勇,赵顺波.钢管混凝土叠合柱式桥墩受力性能分析[J].世界桥梁,2010,38(2):52-54. 被引量:6
  • 2JTG/TB02-01--2008公路桥梁抗震设计细则[s].北京:人民交通出版社,2008.
  • 3T. Kitada. Ultimate strength and ductility of state-of-art concrete-filled steel bridge piers in Japan [J]. Engineering Structure, 1998, 20(4):347-354.
  • 4Shinichi Tamai, Tsutomu, Masaru Okmoto. Hysteretic model of steel jacked RC columns for railway viaducts [C]. 16th Congress of IABSE, 2000.
  • 5Michel Bruneau, Julia Marson. Seismic design of concrete-filled circular steel bridge piers [J]. Journal of Bridge Engineering, 2004: 24-34.
  • 6Julia Marson, Michel Bruneau. Cyclic testing of con- crete-filled circular steel bridge piers having encased fixed-based detail [J]. Journal of Bridge Engineering, 2004: 24-34. 15-23.
  • 7Young-Bong Kwon, Jun-Yeup Song, Kim-Sung Kon. The structure behavior of concrete- filled steel piers[C] .16th congress of IABSE,2000.
  • 8Kawaguichi J, Morino S. Elastic-plastic behavior of concrete-filled steel tubular frames[C]. Proceedings of an Engineering Foundation International Conference on Steel-Coricrete Composite Construction III, 1993 : 272-281.
  • 9Tamai S, Sato T, Okamoto M. Hysteresis model of steel jacked RC columns for railway viaducts [ C ]//IABSE Congress Report. Lu- cerue : [ s. n. ] , 2000.
  • 10张兴波.基于黏滞阻尼器的斜拉桥减震分析和优化设计[D].大连:大连理工大学,2011.

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