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1)  inclined hanger
斜吊杆
1.
Trial-design research on inclined hangers in CFST bowstring arch bridge
钢管混凝土系杆拱斜吊杆试设计研究
2)  inclined boom
倾斜吊杆
1.
The structural analysis of inclined boom suspension bridge includes following two geometric nonlinear problems,the changing working structure form and the large flect.
斜吊杆悬索桥的结构分析包含“变作用形式”和大位移两个几何非线性问题。
3)  vertical or inclined hanger
竖斜吊杆
4)  boom brace
吊臂斜杆
5)  deviation skew hanger rod
偏态斜吊杆
6)  inclined cross suspender
斜交叉吊杆
1.
The dynamic mechanical analysis of the transient impact under the sudden broken of the suspender on both the parallel double suspender system and inclined cross suspender system of the through concrete filled steel tube arch bridge are studied by finite element method respectively.
为研究不同吊杆布置形式对拱桥破损安全性能的影响,本文采用有限元分析方法,分别对平行双吊杆体系与斜交叉吊杆体系的拱桥进行了吊杆骤断对拱桥结构瞬时冲击的力学分析。
2.
In order to investigate the influence on failure-safety of arch bridge with different disposal of suspenders,the dynamic mechanical analysis of the transient impact under the sudden broken of the suspender on both the parallel double suspender system and inclined cross suspender system of the arch bridge are studied by finite element method respectively.
为研究不同吊杆布置形式对拱桥破损安全性能的影响,本文采用ABAQUS有限元分析软件,针对平行双吊杆体系与斜交叉吊杆体系的拱桥,分别模拟计算了由于吊杆发生骤断而对拱桥剩余结构的瞬时冲击作用,并取得了两种体系的结构在断索冲击下的动力时程响应结果。
补充资料:吊杆装置
      见船舶起货设备。
  

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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