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suspension bridge

英 [səˈspenʃn brɪdʒ]

美 [səˈspenʃn brɪdʒ]

n.  悬索桥; 吊桥

牛津词典

    noun

    • 悬索桥;吊桥
      a bridge that hangs from steel cables that are supported by towers at each end

      柯林斯词典

      • 悬索桥;吊桥
        Asuspension bridgeis a type of bridge that is supported from above by cables.

        英英释义

        noun

        • a bridge that has a roadway supported by cables that are anchored at both ends

          双语例句

          • It is a key and difficult point for a self-anchored suspension bridge to control the cable shape, internal force and cracking of concrete stiffening girders.
            混凝土加劲梁的线形、内力和梁体裂缝控制是自锚式悬索桥施工控制的重点和难点。
          • Tunnel-type anchorage, a kind of geotechnical engineering structure, is the main supporting system of a suspension bridge.
            单悬锚系泊链状锚系泊系统锚链系泊隧道式锚碇是悬索桥的主要承重体系,属于大型岩土工程结构。
          • Influence Analysis on Catwalk Load in the Construction Control of Suspension Bridge
            猫道荷载在悬索桥施工控制中影响分析
          • Research on the Main Cable System Calculation Methods and Anchorage Region Test of Self-anchored Suspension Bridge
            自锚式悬索桥主缆系统计算和锚固区试验研究
          • Inspired by suspension bridge, the wire cable is used to reinforce the wide and flat reinforced concrete beam.
            受悬索桥启发,利用钢丝绳索加固钢筋混凝土宽扁梁是在特殊条件和环境下的一种尝试。
          • Stiffening girder sections of suspension bridge are often connected each other by temporary connection during the construction.
            在悬索桥加劲梁的吊装过程中,梁段之间一般采用临时连接来进行安装。
          • Structural Design and Construction Control Analysis of Single Column Tower of a Self-Anchored Suspension Bridge
            自锚式悬索桥独柱桥塔结构设计及施工控制分析
          • The cable band of a suspension bridge is a structural element connecting the main cable and suspenders.
            悬索桥缆索索箍是缆索与吊索的连接构件。
          • Influence Research of Temperature on Suspension Bridge Anchor Span Strand Tension
            温度对悬索桥锚跨索股张力影响研究
          • The force control of suspension bridge anchorage cable is the main contents which will be researched.
            本文以宜昌长江公路大桥为依托,对悬索桥锚跨索股张力的精确控制进行了研究。