1.
Analysis of Temperature Effects on Cable-stayed Suspension Bridge
斜拉-悬索协作体系桥的温度效应分析
2.
Conceptual Design of Self-Anchored Cable-Stayed Suspension Bridge
自锚式斜拉-悬索协作体系桥的方案设计
3.
Research on Reasonable Initial Cable Force of Self-Anchored Cable-Stayed Suspension Bridge Based on Geometrical Nonlinearity Analysis
基于几何非线性的自锚式斜拉-悬索协作体系桥成桥索力计算
4.
Nonlinear Stochastic Static Analysis of Long-span Self-anchored Cable-stayed Suspension Bridge
自锚式斜拉-悬索协作体系桥非线性随机静力分析
5.
Analysis on Influence of Structure Parameters of Cable-stayed and Suspension Composite Bridge on Self-vibration Characteristics
斜拉-悬索组合桥结构参数对自振特性的影响分析
6.
Dynamic Characteristics and Three-Dimensional Seismic Response Analysis of Self-Anchored Cable-Stayed Suspension Bridge
自锚式斜拉-悬索协作体系桥的动力特性和三维地震反应分析
7.
The analysis of the bridge deck displacement changes of cable-stayed-suspension mixing pipe bridge
斜拉悬索混合管桥桥面位移变化分析
8.
Static Property Analysis of Self-anchored Combined Cable-stayed Suspension Bridge;
自锚式斜拉—悬索协作体系桥静力性能分析
9.
Seismic Responses Analysis of Self-anchored Cable-stayed Suspension Bridge;
自锚式斜拉—悬索协作体系桥地震反应分析
10.
A Study on Analysis Methods and System Performance of Long-span Self-anchored Cable-stayed Suspension Bridge
大跨度自锚式斜拉悬索桥分析方法与性能研究
11.
Experimental Investigation of Self-anchored Suspension-cable Stayed Bridge
自锚式悬索—斜拉组合体系桥梁模型试验研究
12.
The application of elastic catenary element in reasonable cable forces and form-finding analysis of cable-stayed bridge
斜拉桥合理索力分析以及拉索找形中弹性悬链线单元的应用
13.
Study on a Novel Theory and Its Application for Identification of Damaged Cables of Large-scale Cable-supported Bridges
大型斜拉、悬索桥受损索识别新理论的研究及实践
14.
The Cable Systems' Statics Characteristic Study on Construction of Self-anchored Suspension Cable-stayed Combined Structure System Bridge
自锚式悬索—斜拉组合结构桥梁缆索体系施工过程静力学特性研究
15.
Test of Cable Replacement Model of Self-anchored Suspension and Cable-stayed Combination Bridge
自锚式悬索与斜拉组合体系桥梁换索模型试验研究
16.
level(l) ing box
悬挂装置斜拉杆调节器
17.
A comparison of steel deck weights indicates that the cable-stayed bridge again fills the void between the continuous girder and suspension bridges.
以上钢桥面重量的比较指出，斜拉桥介于连续梁和悬索桥之间。
18.
The cablestayed bridges may penetrate the complete range of span now dominated by suspension bridges.
这种斜拉桥可以进入目前悬索桥占统治地位的跨径范围。