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The last thing I wanted to see were those red ribbons on the town lampposts, the wreaths on the church door - and certainly not that mean old man whose picture was hanging in the company store.

我最不想看到那些小镇路灯杆上系的红丝带和教堂门上装饰的花环,当然也不想看到商店里张贴的吝啬圣诞老人的照片。

The articulated rods are fastened by knuckle pins to a flange around the master rod.

在阐述棒系于关节周围引脚主杆法兰。

Horizontal push will arise Pier displacement of the through arch bridge of concrete-filled steel tubes under the condition of erection of arch ribs , concreting process, transverse beam pouring and installation.

下承式钢管拱系杆拱桥在拱肋安装、钢管混凝土浇筑、横梁安装和现浇横梁、桥面板湿接头时对拱脚产生的水平推力极易造成桥墩位移,通过对不同过程中的水平力计算,确定体外束张拉方案,使水平力通过体外束得以平衡。

The pilot would have a long pole with a piece of meat fastened to the end of it .he would move the meat just ahead of the eagles and then east or west.north or south .

飞行员在长长的架空杆尾端系上一块肉,他在老鹰的上空移动这块肉,向东或向西,向北或向南。

The closing group with double toggle system,consisting of three platens connected by four tie-bars,is driven by hydraulic cylinder.

最后一组使用的双曲肘系统是由液压缸驱动的(其双切换系统包括三个盘,由四个系杆连接在一起。

A seismic response model of long span concrete filled steel tube arch bridge is set up.

针对跨径为(76+360+76)m的某大跨度钢管混凝土系杆拱桥的特点,详细介绍了其分析模型的建立方法,动力特性特点及其在地震动作用下的响应,并深入讨论了不同行波波速对该拱桥地震反应性能的影响。

By analysis and comparison on the design of two beam-arch combination system bridges, this paper reflects the decisive influence of stiffness ratios of arch to beam in this kind of bridge design directly, and analyzes different design methods of these two bridge on arch rib tie bolt, and other key points for these two kinds of bindges.

本文通过对两座拱梁组合体系桥梁设计的比较和分析,直观地反映了此类桥梁设计中拱梁刚度比的决定性影响;同时分析了两桥在拱肋、系杆等细节的不同设计方法。

2The general static performance of three-span continuous through type bow-string arch bridge is calculated.

计算得出三跨连续下承式系杆拱桥的一般受力性能。

Combined with a three-span continuous semi-supported and tied steel truss arch-bridge, structures of different joints were discussed.

结合一座正在建设的三跨连续中承式系杆钢桁拱桥的&丁&字型接头,对比了不同结构形式接头的构造。

4Based on the analysis above, a local finite element model of the united-arch-feet three-span continuous through type bow-string arch bridge is established and analyzed. The simplification of the external force and the boundary displacement, the internal relation between local analysis and whole analysis, the analytic method of partial nodes are discussed. Suggestion is made for the design and construction of this kind of bridges, insuring the structure safety.

在静力分析的基础上,对三跨连续下承式系杆拱桥的拱脚结合部位进行局部应力分析,探讨了局部节点分析的外力和位移边界条件的简化,局部分析和整体分析的内在联系,局部节点分析的方法等,避免设计的盲目性,对今后此类桥梁的设计、施工提供建设性的意见和建议,确保结构安全。

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这一模式非常关注商人的网络信用基础。

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