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double-pylon
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  双塔
     WeiLiu Road Bridge over Railway is a double-pylon and double-cable plane prestressed reinforced concrete cable-stayed bridge. The span layout of the main bridge is (42+120+380+120+42)m, using the structural form of consolidation of pylon piers and the separation of pylon and beams.
     纬六路跨铁路大桥为双塔双索面预应力钢筋混凝土斜拉桥 ,主桥跨径布置为 ( 4 2 + 1 2 0 + 380 + 1 2 0 +42 ) m,采用塔墩固结 ,塔梁分离的结构形式。
短句来源
     Kezhushan Bridge is the main structure of the Ⅶ Contract Section in Donghai Sea Crossing Project,with a double-pylon double-plane composite structure. Both design of alignment and cable force has satisfied the requirement of specifications with closure precision up to ±1 mm on the basis of meticulous control of construction and detailed analysis to various factors.
     东海大桥Ⅶ标主桥颗珠山大桥,是一座双塔双索面结合梁斜拉桥,通过对施工的精心控制及对各种因素的详细分析,大桥的线形和索力符合设计要求,合拢精度达到了±1 mm的水平。
短句来源
  相似匹配句对
     The Double Blanket
     双人毛毯
短句来源
     Double Faces
     双重表情
短句来源
     Installation of Three - Pylon and Double - Span Shi - Feng Bridge with Movable Cable Crane
     石峰大桥三塔双跨可移动式缆索吊机安装施工
短句来源
     Double-Cored Age
     双核时代
短句来源
     from double-redge to anthesis;
     双棱至开花; Ⅳ.
短句来源
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Shanghai Yangpu Bridge is a double-pylon and double-cable stayed bridge with the largest span in the world.The ring prestressed concrete in cable anchorage area of cable-stayed bridge's pylon is first adopted at home.This report is closely related with the result and analysis of reduced scale and full scale test.

上海杨浦大桥为世界第一跨的双塔双索斜拉桥,在塔柱拉索锚固区采用环向预应力工艺也是国内首次。本报告即为缩样和同比试验研究的结果和分析。

According to the structural characteristics of double pylons cable-stayed bridges, we sinplify the main girders as a beam on elastic foundation. Depending on this, intenal forces and displacements, caused by lived load, are developed. Through the example, the method is verified a short - cut way, and it may give the design engineers a simple design tool to estimate the intermal forces.

本文根据双塔斜拉桥的结构特点,将斜拉桥拟成一根弹性地基梁,据此来推导车辆荷载作用下产生的内力和变形。该方法通过验证认为是一个简捷有效的方法,可供设计人员参考。

The Century Bridge is a reinforced concrete cable-stayed bridge with double pylons, doube cable planes and a main span of 340m. Because the bridge is located in Haikou which is a main high wind velocity region in China, it is not safe to construct the bridge according to the design wind velocity. In order to ensure the safety of the bridge against wind loads during construction, the study and design of controlling its wind-induced buffeting responses have been carries out at the constructional corporations,...

The Century Bridge is a reinforced concrete cable-stayed bridge with double pylons, doube cable planes and a main span of 340m. Because the bridge is located in Haikou which is a main high wind velocity region in China, it is not safe to construct the bridge according to the design wind velocity. In order to ensure the safety of the bridge against wind loads during construction, the study and design of controlling its wind-induced buffeting responses have been carries out at the constructional corporations, request. The control methods have been adopted by the constructional corporations after assessment. The theory and design methods of controlling wind-induced buffeting responses are introduced in the paper based on the evaluation of the asfety of the bridge. during the twin-cantilever construction stage. Their feasibility and reliability have been verified by theoretical analysis and wind-tunnel test of the control effect of the design scheme.

海口世纪大桥是一座在建的主跨340m的双塔双斜索面预应力混凝土斜拉桥。由于海口市是我国 主要的强风区,在施工设计风速下世纪桥施工阶段存在不安全的因素。为保证大桥的抗风安全,受建设单位委 托,设计单位完成了世纪桥施工双悬臂结构风致抖振反应控制的研究和设计,并经评审通过,建设单位决定采 用。本文在对世纪桥施工双悬臂结构抗风安全性进行评定的基础上,介绍了所完成的世纪桥施工双悬臂结构风 致抖振反应控制方案的原理和设计方法。并通过对设计方案控制效果的理论分析和风洞试验,验证了世纪桥施 工阶段风振控制设计的可行性和可靠性。

 
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