| 1. | In 1928, freysinet used the cantilever concept to construct the springing of the arch rib in the plougastel bridge .
在1928年，弗莱西奈运用悬臂的概念，在德国普鲁加斯泰尔桥修筑了拱桥的起拱部分。 |
| 2. | Asymmetric construction of steel pipe concrete arch rib tied arch bridge
钢管混凝土拱肋系杆拱桥不对称施工 |
| 3. | Detection of arch rib concrete density of a concrete - filled steel pipe arch bridge
钢管混凝土拱桥拱肋混凝土密实性检测 |
| 4. | Construction of main arch ribs in half - through reinforced concrete tied arch bridge
中承式钢筋混凝土系杆拱桥主拱肋施工 |
| 5. | Construction technique of back pouring of tie rod arch bridge arch rib steel pipe concrete
钢管混凝土系杆拱桥拱肋混凝土倒注施工技术 |
| 6. | Calculation of the temporary stays in the erection of steel tube arch ribs by suspender method
某钢管混凝土拱桥拱肋悬索吊装施工中的扣索计算 |
| 7. | Arch rib is the key point during the process of the long - span concrete - filled steel tube arch bridge construction
主拱肋施工是大跨度钢管混凝土拱桥施工的关键环节。 |
| 8. | The model scale is 1 / 5 . the distribution of the stress at the top section of arch ribs in different load cases is obtained by simulating the construction procedure
试验模拟大桥的实际施工过程，得到了在各种荷载工况下拱顶节段钢管混凝土拱肋的应力分布。 |
| 9. | Rc - masonry combination arch bridge makes rc arch ribs as former spanning structure and falsework of upper masonry ' s construction . finally , reinforced concrete and masonry together form arch ring
它提出了以rc拱肋作为先期的跨越结构和后期高强石砌体砌筑的施工支架，最终由石砌体和rc拱肋共同形成主拱圈的构思。 |
