1) continuous skew girder bridge
连续斜梁桥
1.
Based on beam girder theory, a finite element model of a continuous skew girder bridge with four spans is presented.
基于梁格法理论,建立了4跨连续斜梁桥的有限元模型。
2.
On the basis of theoretical study of reference document , the approximate calculation graphic expressions of internal force and an approximate calculation method of internal force increasing coefficient of continuous skew girder bridges are put forward under eccentric live loads.
在文献 [3]的理论研究基础上 ,提出了连续斜梁桥在偏心活荷载作用下的内力近似计算图式和内力增大系数的近似计算方法。
2) inclined continuous bridge
斜连续梁桥
1.
On the basis of one inclined continuous bridge with large span on Wuning-Ji′an Ex- pressway, push construction and construction technique are combined to analyze the influence of pier′s height and rigidity on push construction.
以武吉高速公路某大跨度斜连续梁桥为背景,结合顶推施工工艺、施工技术,对斜连续梁桥桥墩高度和刚度对顶推施工的影响进行分析,并得出桥墩高度、直径对顶推施工的影响规律,对斜连续梁桥的施工具有一定的指导意义。
3) continuous skew box girder bridge
连续斜箱梁桥
5) continuous bridge
连续梁桥
1.
Construction of continuous bridge first-simple support back continuous main pile structure system shift;
连续梁桥先简支后连续主梁结构体系转换施工
2.
Calculation of continuous bridge transverse load-distributing influence lines with plane finite bar elements;
连续梁桥横向分布影响线的平面杆系有限元计算方法
3.
Cantilever Construction Control Study on Continuous Bridge in Dalian Bay;
大连湾连续梁桥悬臂施工控制研究
6) continuous beam bridge
连续梁桥
1.
Local stress analysis of segment No.0 of long span continuous beam bridge constructed with cantilever erection method;
大跨度悬臂拼装施工连续梁桥0号梁段局部应力分析
2.
The construction technology of large span continuous beam bridge No.0 section;
大跨度连续梁桥0号段施工技术
3.
Longitudinal seismic vibration of continuous beam bridge on elastic foundation;
弹性地基上连续梁桥顺桥向地震振动分析
补充资料：济南黄河斜张桥
| 济南黄河斜张桥 中国大跨度预应力混凝土公路斜张桥 。位于济南市北。1981年建成。正桥5孔，长488米，其中主跨 220济南黄河斜张桥米，引桥51孔。全桥长2022.8米，桥面车行道宽15 米，两侧人行道各2 米。主桥在墩塔左右按扇形对称布置斜缆索11对。索塔在立面上呈倒丫字形，全高68 米。采用塔墩固结、塔梁分离的悬浮体系。主梁用两个带风嘴的半封闭双室箱形断面，纵向、竖向均设有预应力钢筋。
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参考词条