1.
Calculation of Unstressed Length and Reasonable Determination of Finished Length of Stay Cable
斜拉索无应力长度求解及成品索长合理确定
2.
Analysis on Cable Permissible Stress of Extradosed Cable-stayed Bridge Based on Fatigue Reliability
基于疲劳可靠度矮塔斜拉桥拉索容许应力分析
3.
Calculation Method of Anchoring Segment Length of Cable
拉力型锚索锚固段长度的一种确定方法
4.
Study on Temperature Effect and Cable Force Test in Construction Control of Cable-Stayed Bridge;
斜拉桥施工控制中的温度效应及索力测试研究
5.
Inverse analysis method for calculating cable tension based on controlling the initial length of cables
控制索原长求解索张拉力的反分析法
6.
Random internal force analysis of prestressed spatial steel trusswith random cable stiffness on perturbation method
随机拉索刚度预应力空间钢桁架随机内力摄动分析
7.
Random internal force analysis of prestressed steel truss with random cable stiffness on perturbation method
具有随机拉索刚度的预应力钢桁架随机内力摄动分析
8.
Construction Control and Temperature Effect of Lang--Span Prestressed Concrete Cable-stayed Bridge;
大跨预应力混凝土斜拉桥施工控制及索塔温度效应分析
9.
Study on Theoretical Elongation of Small Radius Prestressing Tendons in Anchorage Zone of Cable-stayed Bridge Pylon
斜拉桥索塔锚固区小半径预应力束理论伸长值研究
10.
Analysis of Spatial Stresses of Box Girder with Cable Anchorage in Cable-Stayed Bridge
斜拉桥拉索锚区箱梁的空间应力分析
11.
Stretching analysis on 126m beam string girder crossing prestressing lanyard
126m跨张弦桁架预应力拉索张拉分析
12.
Research on Using of Vibration Frequency in Measuring the Cable Tension for Cable-stayed Bridge
振动频率法测试斜拉桥拉索索力的应用研究
13.
The 96 steel cables, ranging from 100 to 300 meters in length, are composed of the best quality high tensile wires and are fully protected from corrosion.
96根钢索用质量最好的强拉力防腐蚀缆索制成,长度由1 00米到300米不等。
14.
Reliability Analysis of Tensional Cable Element and Study on the Design Value for Prestressed Steel Structure;
预应力钢结构拉索的可靠度分析与设计指标研究
15.
Study on Thermal Expansion Coefficient of Cable and Structural Performance of Prestressed Steel Structure under Temperature Action;
拉索膨胀系数及预应力钢结构在温度作用下性能研究
16.
ON STRETCHING TECHNIQUES OF WIDE-SPAN PRESTRESSED CABLES IN CHANNEL SPORTS CENTER GYMNASIUM
海峡体育中心体育馆大跨度预应力钢索张拉施工工艺
17.
The static dynamic characteristics research of single tower cable stayed bridge without dorsal cord
无背索独塔斜拉桥的静动力特性研究
18.
The elongation of a body in tension above its no-load length is directly proportional to the stretching force.
物体在拉伸状态下，其伸长量（相对于无负荷时的长度）与拉伸力成正比。