1.
Analysis on Dynamic Response of Long-Span Cable-Stayed Bridge Steel Deck Pavement;
大跨径斜拉桥钢桥面铺装动力响应分析
2.
Study on Cable Breakage and Fracture of Long-span Cable-stayed Bridge
对大跨径斜拉桥拉索破损断裂性能的研究
3.
The research on the construction error on the ultimate bearing capacity of the large span cable-stayed bridge
施工误差对大跨径斜拉桥极限承载力影响研究
4.
Stayed Cable Vibration and Damping Measures for Extra-large Span Cable Stay Bridge
超大跨径斜拉桥斜拉索振动特性及减振措施研究
5.
The Response Surface approach is utilized to analyze nonlinear stochastic static of cable-stayed bridges.
应用响应面法对大跨径斜拉桥进行了非线性随机静力分析。
6.
Researches of Characters and Factors of Geometrical Nonlinearity of Large Span Cable-Stayed Bridges
大跨径斜拉桥几何非线性影响因素及其特性研究
7.
Research on Ultimate Bearing Capacity for Long-span Cable-Stayed Bridge Due to Construction Error;
施工误差对大跨径斜拉桥在施工过程中极限承载力影响的研究
8.
Research on Temperature Effect of Long-Span Cable-Stayed Bridge and Forecast Based on Neural Network;
大跨径斜拉桥温度效应及基于神经网络的预测研究
9.
Study on the Contents and Methods of Monitoring and Measuring in Large-span Cable-stayed Bridge Girder s Construction;
大跨径斜拉桥主梁施工监控测量内容与方法研究
10.
Analysis of the Long-span Hybrid Cable-stayed Bridge Through Construction Stage
大跨径混合梁斜拉桥施工全过程分析
11.
The Simulation in Construction State of the Long-span Cable-stayed Bridge with Concrete Girder;
大跨径混凝土斜拉桥施工过程仿真分析
12.
Analysis of Floorbeam in Cable-Stayed Bridge with Finite Element Method;
大跨径预应力混凝土斜拉桥横隔梁有限元分析
13.
Study on Free Vibration Characteristics of Long-span Prestressed Concrete Cable-stayed Bridge
大跨径预应力混凝土斜拉桥自振特性研究
14.
Sutong Bridge--a cable-stayed bridge with main span of 1 088 meters
苏通大桥——主跨1088米的斜拉桥
15.
Parametric Vibration of Cable and Its Control in Long-span Cable-Stayed Bridge
大跨斜拉桥拉索的参数振动及其控制
16.
A Study on Fatigue Test Loads of Cable-Girder Anchorage Zone of Steel Cable Stayed Highway Bridges
大跨径公路钢斜拉桥索梁锚固区疲劳试验荷载研究
17.
Closing of the Cable-stayed Wuhu Yangtze River Bridge Middle Main Span of Steel Truss Beam
芜湖长江大桥主跨钢桁梁斜拉桥跨中合龙施工
18.
Analysis of Influences of Diagonal Rope Sags on Large Span Cable-Stayed Bridge
斜拉索垂度对大跨度斜拉桥的影响分析