By analysing the bearing condition of pier cap and foundation beam (tie beam), this article gives the design approach of pier cap and foundation beam (tie beam).
通过分析墩帽及基础梁(拉梁)的受力状态，提出了墩帽及基础梁(拉梁)的设计方法。
The results indicate that the structure's seismic applicability will be worse if the tie beam is set.
研究表明，设置系梁后结构抗震适用性反而降低。
Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.
肉眼观察表明：在端节点处的系梁和横梁上翼缘之间产生一种沿桥梁纵向的水平位移。
The installment of tie beam of pier in high earthquake intensity regions was studied in the view of improving seismic performance of bridges.
从提高桥梁抗震性能的角度出发，研究了高烈度区桥墩系梁的设置问题。
For scattering of a bounded acoustic beam from a liquid-solid interface, the principal difficulty comes from the treatment of tie plane wave reflection coefficient.
分析有限声波束从平面液-固界面上散射的困难主要发生在平面波反射系数的处理上。
As not to impede his study, he used a rope to tie his hair to the house beam so that if he fell asleep it would pull on his hair and he would immediately come awake.
为了不影响学习，他用绳子把自己的头发绑在房梁上，一打盹儿绳子就会拉住头发，整个人马上就清醒了。
In this research, it had proved that the stirrup used in beam-column joints can be replaced with corner tie. It is obvious that the ability of resisting rebar buckled by corner tie was pretty good.
本研究中探讨于梁柱接头中使用角隅系筋代替箍筋之可行性，经由试验证明，角隅系筋对于抑制柱主筋挫屈有良好的功效。
The foundation with a tie beam concrete casting, does not keep the construction joint continually.
与系梁混凝土浇筑的基础，不留施工缝不断。
This paper assumes that the welded turnout in the continuously welded rail track is a structural system, and the railway tie in the welded turnout is a beam on the continuously elastic foundation.
本文假定跨区间无缝线路中的无缝道岔为一结构体系，岔枕为连续弹性基础上的有限长梁。
Horizontal and vertical tie rods, fixed in the transverse waling to be erected between beams with spacing of 750mm to form an integrated beam to prevent displacement.
梁之间设纵横向水平牵杆将所有梁连成整体，防止移位。间距为750mm，并固定在横向围檩上。
Horizontal and vertical tie rods, fixed in the transverse waling to be erected between beams with spacing of 750mm to form an integrated beam to prevent displacement.
梁之间设纵横向水平牵杆将所有梁连成整体，防止移位。间距为750mm，并固定在横向围檩上。
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