| 1. | For consistency in the comparison, the end span dimension is assumed to be 0. 4 of the center span .
为了在比较中取得一致，假定边跨长度均为中跨的04倍。 |
| 2. | He stepped out of the carriage , replacing the newspaper his other hand still held
他边跨下马车，边把另一只手攥着的报纸放回兜里。 |
| 3. | 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 |
| 4. | For consistency in the comparison , the end span dimension is assumed to be 0 . 4 of the center span
为了在比较中取得一致，假定边跨长度均为中跨的0 4倍。 |
| 5. | The intermediate piers in the side - spans of multispan cable - stayed bridges were analyzed to discuss their stiffening effects on the type of bridge
讨论了边跨辅助墩对多塔斜拉桥的加劲效果。 |
| 6. | Finally the error of the line shape and the cable force at finished bridge state has been controlled in an ideal limitation
仙桃汉江公路大桥的施工控制应用表明效果较好，边跨合拢前的主梁线形和索力误差都控制在了理想的范围以内。 |
| 7. | Increasing the ratio of side span to second middle span does good to the static behavior of the whole bridge . it is highly recommended that the ratio of side span to second middle span had better be chosen as 0 . 7 or so
( 3 )增大边跨与次中跨跨径比，对全桥受力比较有利，本文建议取边跨与次中跨跨径比为0 . 7左右。 |
| 8. | Continuous rigid - framed and box - typed bridge of middle span . according to the wording feature of pc . continuous rigid - framed bridge in cantilever casting construction , every kind of temporary measurement has been analyzed
中等跨度预应力混凝土箱形连续刚构桥桥跨布置时，为方便施工及减小主桥桥长，边跨跨径在无特别要求的情况下，可考虑选用较小的边、中跨比例。 |
| 9. | The effective width is not constant along the span of girder , and different point of interest in the span should be selected according to the different structure . for simply supported - span , mid span is selected as the point of interest
对于不同的结构体系应选不同的控制截面,根据结构体系的受力特点对简支梁来说取跨中为控制截面,对连续梁来说取跨中和中间支座为控制截面,而跨中应将边跨和中跨分开。 |
| 10. | By adjusting pile lengths and pile numbers , the settlement of pile foundation increased from the main span to the side span to such an extent that it matched the settlement of the embankment at both ends of bridges without any special treatment
分别通过调整桩长和桩数，使桩基沉降从桥梁主跨逐步增大，而在路桥连接处使边跨桥墩沉降与桥坡填土沉降基本一致，实现路桥沉降协同，从而开辟了解决桥头跳车问题的新途径。 |
