Design and Analysis of Main Saddle Structure for Self-anchored Suspension Bridge with Spatial Cables 空间缆索悬索桥主鞍座结构设计与分析
Cable shape calculation and program design considering the saddle influence of cable-stayed suspension bridge 吊拉组合桥考虑索鞍影响的线形计算及程序设计
The Installation Technology of Support Saddle over the Non-navigable Span of Jintang Bridge 金塘大桥非通航孔桥支座安装施工技术
Discussion on the Layout Design Principle of Wide Pusher Power and Free Conveyor Calculation Method on Lean Busbar Saddle's Position of Suspension Bridge with Spatial Cables 积放式悬挂输送机系统线路布置原则的探讨空间缆索悬索桥倾斜母线索鞍设计位置的计算方法
Loca stress analysis of anchorage zone saddle of part cable-stayed bridge 部分斜拉桥鞍座锚固区局部应力分析
Lifting Construction Techniques for Big Tonnage Saddle in High Tower Suspension Bridge 高悬的位于一个很陡的斜坡上的高塔悬索桥大吨位鞍体吊装施工技术
Calculation Method on Lean Busbar Saddle's Position of Suspension Bridge with Spatial Cables 空间缆索悬索桥倾斜母线索鞍设计位置的计算方法
She was hardly in the saddle before she called out'race you to the bridge '. 她刚跨上马就大喊“和你比赛看谁先跑到桥上”。
Main Cable Saddle Cutting and Hoisting Technology of Cable Self-anchored Suspension Bridge 自锚式悬索桥主索鞍分块及吊装施工技术
The Model Test and Spatial Analysis for the Saddle Anchorage Zone of Cable-stayed Bridge 斜拉桥鞍座锚固区模型试验及受力特点
Error analysis of saddle boundary condition of suspension bridge finite element model 悬索桥模型鞍座边界条件的误差分析
A new pattern cable saddle structure is used in main tower of Zhongshan City Qijiang River Bridge. 中山市歧江大桥为三跨双塔单面索预应力部分斜拉桥,主塔鞍座采用新型索鞍结构。
Among the modeling factors, cable saddle effect on the static and dynamic characteristics of suspension bridge is the greatest. 在建模诸因素中,鞍座的模型化处理对悬索桥结构的静动态特性影响是最大的。
Design and Application of Duplex Anti-Friction Surface Coatings on Suspended-Cable Saddle OF Bridge 大桥悬索鞍座复合减摩表面涂层的设计与应用
Analysis of Saddle Structures In Low Tower Cable-stayed Bridge 矮塔斜拉桥索鞍受力分析
Model test and design investigation on saddle deviator zone of extra-dosed bridge 矮塔斜拉桥索鞍区模型试验及设计探讨
In the previous design, without taking the saddle into consideration, engineers tended to take the ideal point as the only calculation basis. It is not accurate, and there is some influence for the elevation of completed bridge. 以前的设计计算往往直接以理论顶点作为计算依据,没有考虑鞍座的影响,这样是不精确的,对成桥标高的影响比较大。