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1·A new balanced bridge referencing compensation technique was introduced so that the sensor was immune to various adverse effects and had higher measurement accuracy.

系统采用一种新型光桥补偿技术，从而克服各种不利因素的影响，保证系统具有较高的测量精度。

2·Measuring principle and sensitivity of non-balanced bridge is analyzed. A method of measuring temperature coefficient of resistance by this bridge has been discussed in this paper result is accurate.

本文分析了非平衡电桥的测量原理及灵敏度，提出了一种测量电阻温度系数的方法，实测结果说明该方法是正确的。

3·Pre-stressed concrete continuous beam and continuous concrete rigid frame bridge, constructed through balanced cantilever, are the widest used in recent Bridges.

预应力混凝土连续梁和连续刚构桥是目前桥梁工程中应用最广泛的桥型，通常采用平衡悬臂方法施工。

4·Eventually, the faster-eroding Dewey Bridge will cause the collapse of Balanced Rock.

最终，更快的侵蚀杜威大桥将导致均衡岩崩溃。

5·The bearing capacity of two super-long piles of No. 14 pier of an extra-long bridge across Jinghang Canal are detected with self-balanced loading testing method.

应用自平衡法对京杭运河某特大桥14号墩两根大直径超长桩的承载力进行检测。

6·Self balanced steel pipe concrete tied arch bridge finds favor in bridge engineers' eyes because of its good performance with external loads as well as its new and beautiful structural style.

自平衡钢管混凝土系杆拱桥以其科学合理的受力特性，新颖优美的结构形式而受到了桥梁科技工作者的青睐。

7·This paper presents balanced condition of ac bridge anda kind of fact-adjusting method on ac bridge balance which in a effective method while being applied for teaching.

本文介绍交流电桥平衡条件和一种快速调节交流电桥平衡的方法，对初学者大有益处。

8·To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.

为研究其竖向承载特性，在国内首次采用自平衡法对黄土地区某桥梁的井筒式地下连续墙基础进行了现场静载试验。

9·Uncertain factors in construction of continuous girder bridge such as side span joint scheme and different balanced cantilever construction speed are analyzed.

对施工中的不确定因素，诸如边跨合拢方案和不同桥墩悬浇进度不一致等进行了分析比较。

10·A through tied-arch bridge is a type of built-up arch structure, characterized by the horizontal thrust of arch end being balanced by its ties.

下承式系杆拱桥以系杆承受水平推力，属于无推力的组合体系拱结构。