| 1. | The numerical value analysis of contract and creep on pc continuous beam bridge
连续梁桥收缩与徐变的数值分析 |
| 2. | Statistical analysis of live load on continuous beam bridge of cantilever casting during construction
悬浇连续梁桥主梁施工活载统计分析 |
| 3. | Research on the sliding mode of semi - active control on vertical vibration for continuous beam bridge
连续梁桥竖向振动半主动滑动模式控制研究 |
| 4. | Influence of dynamic characteristics of lead - rubber bearing on seismic response of continuous beam bridge
铅芯橡胶支座动力特性对连续梁桥地震响应的影响 |
| 5. | Construction monitor control and analysis of unsymmetrical side - span pre - stressed concrete continuous beam bridge
不对称边跨预应力混凝土连续梁桥施工监控 |
| 6. | In recent years prestressed concrete continuous beam bridge is applied widely with strong rivalrousness
预应力混凝土连续梁桥以其强大的竞争力，近年来得到迅猛发展。 |
| 7. | Completed in 1974 ， the bridge was the longest continuous beam bridge in the world then
全长2560米，桥宽9 . 2米，最大跨径73米，是当时世界上最长的跨海预应力混凝土连续梁桥。 |
| 8. | At present , crack phenomenon always appears in long span prestressed concrete continuous beam bridges used , the reason of which is that the structure prestressed loss is estimated lower
目前，在部分已建成运营的大跨度预应力混凝土连续梁桥的不同部位出现了不同程度的开裂现象，多数是由于施工时对结构预应力损失估计不足所造成的。 |
| 9. | Normally there are hundreds of cables in a continuous beam bridge , especially in an indeterminate structure . and the shape of the prestressing cable is complicated , so it has great difficulties in its drawing
预应力钢束因其线形变化多，大都又呈曲线状，而对于大型复杂的预应力结构，如连续梁桥，往往有几百根钢束，几十种形状，所以钢束图的绘制任务繁重。 |
| 10. | The no . 4 bridge of xiangfan bridge over - crossing hanriver is a specially long span river bridge on freeway by tieing freeway form hanshi to xiangjing . the main span is 70 + 5 * 120 + 70m . it is a prestressed concrete continuous beam bridge
襄樊汉江四桥是汉十-襄荆高速公路连接线上跨越汉江的一座特大桥，主跨为70 + 5 * 120 + 70米，其结构型式为预应力混凝土连续梁桥。 |
