| 1. | The zhaozhou bridge built in the daye period ( 605a.d.-618a.d. ) of the sui dynasty ( 581a.d.- 618a.d. ) , with a clear span of 37 metres and small arches within the main arch , was the earliest spandrel arch bridge and also the longest stone arch bridge in the world .
中国隋朝大业年间（公元605-618年）建成的赵州桥，净跨37米，主拱圈上敷设小拱，是世界上最早的空腹拱桥，也是当时世界上跨度最大的石拱桥。
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| 2. | General construction scheme of rigid - frame open spandrel aarch bridge
空腹式刚架拱桥总体施工方案
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| 3. | Static and dynamic test of open spandrel rigid - framed arch bridge under vehicle loading
空腹式刚架拱桥的车辆荷载静动力试验
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| 4. | Three - dimensional photoelastic test of beam - arch joint of open spandrel rigid - frame arch bridge
空腹式刚架拱桥梁拱节点三维光弹性试验研究
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| 5. | Temperature measuring and study of open spandrel rigid - framed arch bridge with box cross section
箱型截面空腹式刚架拱桥温度场的实测与研究
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| 6. | Spatial static behaviors analysis on beam - arch joint of new - type rigid - framed arch bridge with open spandrel
空腹式新型钢架拱桥梁拱节点空间受力分析
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| 7. | General construction scheme of rigid - frame open spandrel arch of youxizhou minjiang river bridge in fuzhou
福州尤溪洲闽江大桥空腹式刚架拱总体施工方案
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| 8. | Static and dynamic behavior of three - span continuous prestressed concrete rigid framed arch bridges without spandrel members
三跨连续无腹杆预应力混凝土刚架拱桥的静动力特性
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| 9. | Three - dimensional finite element analysis of spandrel groove high slope stability of xiluodu hydropower station in jinsha river , china
溪洛渡水电站拱肩槽高边坡稳定性的三维有限元分析
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| 10. | It also investigates the effect of secondary torque , the characteristics of moment redistribution subjected to reversed cyclic loading , and the role of spandrel beams in the overall response
着重讨论了预应力次扭矩对结构受力的影响、水平荷载作用下结构的弯扭分配规律以及如何进行边主梁的合理设计等问题。
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