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单词 composite bridge
释义

composite bridge

美 
英 
  • un.组和材料桥
  • 网络组合桥;梁桥;叠合梁一个意思
un.
1.
组和材料桥

例句

释义:
1.
The present invention discloses one kind of composite bridge caisson pile foundation and its reverse construction process.
本发明公开了一种桥梁沉箱复合桩基础及其逆作建造方法。
ip.com
2.
The Angola Cunene river bridge is an eighteen-span one-coupling continuous composite bridge composed of tub-girder and concrete deck slab.
安格拉库内内河桥为槽形钢梁与混凝土桥面板结合的多跨连续组合梁桥。
www.dictall.com
3.
The paper presents the elastic bending theory by taking shear deformation for composite bridge with corrugated steel web.
提出考虑剪切变形的弹性弯曲理论分析折腹式组合梁桥。
www.ceps.com.tw
4.
Influence of concrete creep on the long-term performance of steel-concrete composite bridge
混凝土徐变对钢-混凝土组合结构桥梁长期性能的影响
www.ilib.cn
5.
Simulation for the Interaction of the High-speed Train and Railway Simply Supported Composite Bridge
高速列车与铁路简支组合梁动力相互作用仿真分析
service.ilib.cn
6.
Study on Elastic Modulus Ratio of Steel and Concrete under Dead and Live Load for a Composite Bridge
结合梁钢与混凝土弹模比取值的探讨
www.ilib.cn
7.
Optimization Analysis of the Internal Force of Hangers in Camber Composite Bridge
梁拱组合式桥梁吊杆内力的优化分析
service.ilib.cn
8.
Analysis of train running performance of large-span continuous beam arch composite bridge
大跨度连续梁拱组合桥列车走行性分析
ilib.cn
9.
Construction of Steel-concrete Composite Bridge and Analysis of Bearing Defects
钢混结合梁施工及支座病害分析
www.ilib.cn
10.
Deflection Control of Construction without Support of Midheight-Deck Continuous Beam Arch Composite Bridge
中承式连续梁拱组合式桥梁无支架施工的挠度控制
ilib.cn
1.
Design and analysis of steel-concrete composite bridge with shallow-section
低矮型钢-混凝土组合梁桥方案设计与分析
ilib.cn
2.
Prestressing Construction of Pipe Arch with Bar Composite Bridge
浅谈钢管拱系杆组合桥预应力施工工艺
ilib.cn
3.
Stress analysis of springing joint in composite bridge of CFST arch and tied girder
钢管混凝土拱梁组合桥拱脚结点应力分析
ilib.cn
4.
Applied Technique in Building the Wide-span Arch-beam Composite Bridge
大跨度梁拱组合桥施工技术
www.ilib.cn
5.
Analysis on Rut Disease of Composite Bridge Asphalt Pavement
复合桥面沥青面层车辙病害原因分析
www.ilib.cn
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更新时间:2025/1/30 15:01:10