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cross girder相关的网络例句

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F transverse shearing deflection and noncoincidence of torsion center and gravity center, the equilibrium formulas of variable-curvature box-girder with rectangular cross section were established.

Hy4vO mf0 曲线箱形梁桥具有抗扭刚度大、经济性好、外形美观等优点,是高速公路立交匝道、城市高架桥常用的结构型式。

This paper has introduced how to use the graph theory method to calculate the sectorial coordinate of the variable cross-section box girder.

作者单位:湖南科技大学土木学院,湖南湘潭 411201摘要:介绍了用图论法计算变截面箱梁断面的扇性坐标。

In cross section the total deck width is 1158 ft with the torsionally rigid spine box girder having a width of 39 ft 4 in.

横断面上,桥面总宽115.8英尺,其中具有抗扭刚度的脊骨箱梁宽39英尺4英寸。

Astronauts aboard the space shuttle Discovery can cross another item off their "to do" list; a second spacewalk. Two astronauts spent six and half hours unhooking a girder from the International Space Station.

发现号航天飞机上的宇航员正在进展另一项&必做&任务,第二次太空行走。2名宇航员花费6个半小时取下国际空间站上的一根梁。

Astronauts aboard the space shuttle Discovery can cross another item off their "to-do" list: a second spacewalk. Two astronauts spent six and a half hours unhooking a girder from the International Space Station.

&发现号&上的宇航员门可以进入他们所要做的第2个项目了,那就是第2次太空行走。2名宇航员用了6个半小时的时间从国际宇宙空间站上取下了一根钢桁的支架。

But setting of these abutments leads to more complex mechanics in cross diaphragm and box girder.

然而,这些墩的设置导致箱梁及横隔梁的受力更趋复杂。

The methods of plane arrangement and checking of bowl-button steel scaffold were demonstrated in detail based on the engineering construction of cast-in-place Continuous beam in Houyan Cross-bridge of Shenda Highway. In addition, the methods of communicating the length of U-tray and adjusting the gradient have been given. It is pointed out that original pod can adjust the greater longitudinal or tranverse grade in the box-girder construction and welding-steel-bar can reduce partial compression.

通过后盐立交桥连续箱梁施工这一工程实例,详细论述了碗扣式钢管脚支架的平面布置方法及受力验算方法,提出了碗扣式钢管脚支架的U托旋出长度的计算方法及纵横坡的调整方法,并指出采用找零立杆的方法可以解决较大纵横坡度箱梁的施工问题;采用贴焊钢筋的方法可以解决U托偏心受压的间题。

The project used in conjunction with three holes of a prestressed continuous box girder design, layout for cross-bridge 30m +30 m +30 m, two-way four-lane bridge to meet current conditions, after the completion of the construction of the bridge under the bridge to meet the 8-lane two-way traffic conditions.

本工程采用三孔一联预应力连续箱梁设计,桥跨布置为30m+30m+30m,桥上满足双向四车道通行条件,建设完成后满足桥上桥下双向8车道的通行条件。

The direct stress distrilouted on the cross-section of flexed "I" girder has been determined with electrometic method in this paper.

本试验主要通过电测法测定:工字梁在弯曲时横截面上的正应力分布,并与理论值比较,以验证弯曲正应力公式,并且对材料合理选用进行分析。

There is an analysis of spatial stress on variable cross-section wide box girder of three-span continuous PC rigid frame bridge in the paper.

对一座铁路三跨连续PC刚构桥变截面宽幅箱梁进行了空间应力分析。

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