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1)  length of main girder without cables on the side of tower
塔旁无索区长度
2)  the length without cable
无索区长度
1.
For cable-stayed bridge of single-tower cooperative system often used in practice,this paper analyzes the reasonable form of this system in detail from the length without cable,the ratios of depth of beam to main span,the ratios of side span to main span and tower s height to main span,and recommends reasonable scope of parameters,and provides reference for the design of such bridge.
对于工程中常见的独塔不对称协作体系斜拉桥,从主跨无索区长度、主梁的高跨比、边跨与主跨比、塔高与主跨的比值等设计参数着手,分析了协作体系斜拉桥合理的布置形式,提出合理的取值范围,拟供今后的工程设计参考。
2.
For cable stayed bridge of single tower cooperative system that are often used in practice,the cable tower and beam s character of this system in deflection and mechanics from the length without cable and the ratios of depth of beam to main span is analyzed.
对于工程中常见的独塔不对称协作体系 ,从主跨无索区长度及主梁的高跨比着手 ,分析协作体系斜拉桥索、塔、梁的受力及变形状态 ,对上述设计参数提出合理的取值范围。
3)  length of main girder without cables on the midspan
跨中无索区长度
4)  unstressed length of hanger
吊索无应力长度
5)  nonstressed length of cable
拉索无应力长度
6)  pylon anchorage zone
索塔锚固区
1.
Study on Prestressing Design of Pylon Anchorage Zone of Lanqi Bridge in Jilin;
吉林兰旗大桥索塔锚固区预应力设计研究
2.
In this paper,the application of prestressed reinforcing rebar in stayed cable anchorage is introduced based on the design of pylon anchorage zone of Longjianglu bridge.
斜拉索的拉索锚固是将一个拉索的局部集中力安全、均匀地传递到塔柱的重要受力构造,本文通过龙江路大桥索塔锚固区的设计,介绍了预应力粗钢筋在斜拉索锚固中的应用。
补充资料:变形区长度


变形区长度
length of deformation zone

  b ianxingqu ehangdu变形区长度(length of deformation:one) 轧制时轧件同轧辊接触弧的水平投影长度,一般以l表示,l=双sina,式中R为轧辊半径,a为咬入角。从几何关系还可以求得l与R及压下量从的关系为l /_.,从2,_劫2.__L___.,~~:,、,~=心R从一二笋.,由于岑~相对于R助小得多,故计算 V-一4’一一4’一’‘’--一一~一,一,·~中均用其近似值l、翻丫天瓦。 (余望)
  
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