期刊文献+

曲线连续钢箱梁倾覆稳定性的研究分析 被引量:5

Study and Analysis on Overturning Stability of Curved Continuous Steel Box Girder
下载PDF
导出
摘要 该文从曲线连续钢箱梁的受力特点出发,对影响结构稳定性的几个重要因素进行了探讨。并结合工程设计实例,对城市高架中经常采用的曲线连续钢箱梁的倾覆稳定性进行了深入研究分析。最后提出了相关的设计思路与建议,对此类型桥梁的设计研究具有较为重要的参考价值。 Starting from the mechanical characteristics of curved continuous steel box girder, several important factors influencing the stability of structures are discussed in this paper. Combined with the engineering design example, the overturning stability of curved continuous steel box girder frequently used in urban elevated road is studied and analyzed. Finally, the relative design idea and suggestion are put forward. The experience can be referred for the design and study of the similar bridges.
出处 《城市道桥与防洪》 2014年第8期79-84,10,共6页 Urban Roads Bridges & Flood Control
关键词 曲线连续钢箱梁 受力特点 影响因素 抗倾覆稳定系数 稳定性 curved continuous steel box girder,mechanical characteristics,influencing factors,anti-overturning stability coefficient,stability
  • 相关文献

参考文献4

  • 1JTJ025-86,公路桥涵钢结构及木结构设计规范[s].
  • 2JTG D62-2012,公路钢筋混凝土及预应力混凝土桥涵设计规范征求意见稿[S].
  • 3杨昀,周列茅,周勇军.弯桥与高墩[M].北京:人民交通出版社,2011.
  • 4校飞燕,邢亮,张河锦.小半径曲线梁桥设计要点[J].城市道桥与防洪,2010(11):39-40. 被引量:5

共引文献24

同被引文献18

引证文献5

二级引证文献21

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部