斜拉桥的合理成桥状态包括合理受力状态及合理线形状态。
A reasonable status of the completed cable-stayed bridge include reasonable force state, and a reasonable linear state.
本文首先介绍斜拉桥合理成桥状态的概念和现有的斜拉桥索力优化方法。
In this paper, a concept of reasonable finished dead state of cable-stayed Bridges and existing methods of cable tension optimization for cable-stayed Bridges are firstly introduced.
目前，在进行斜拉桥合理成桥状态设计时，通常都是采用专用桥梁设计程序。
Up to date, when designing the reasonable cable forces of cable-stayed Bridges, the special Bridges design process is adopted.
本文以青龙山公园一号桥为背景，对空间索面悬索桥合理成桥状态及施工阶段进行分析。
Base on the project of No. 1 bridge in Qinglongshan Park, the optimization of the final state and the analysis of the construction state are finished in this paper.
本文以天津市河北大街斜拉桥为背景，对斜拉桥合理成桥状态的确定与施工控制展开研究。
Taking Hebei street cable-stayed bridge as project background, this paper has a particular study to reasonable finished dead state.
独塔不对称斜拉桥由于其不对称性，使得其合理成桥状态和合理施工状态的确定显得更为复杂。
Being asymmetric, it's more complex to determine the reasonable finished state and the reasonable construction state of the asymmetric cable-stayed bridge with single tower.
斜拉桥合理成桥状态的确定是斜拉桥设计中的关键问题，围绕这一课题，国内外许多研究者发表了不少论文。
It is a key problem to determine the reasonable cable forces in designing cable-stayed Bridges. Surrounding this subject, many researchers in or outside the country have published many theses.
合理成桥索力计算实质是斜拉桥恒载受力状态的优化计算。
Calculation essence of reasonable cable force is equivalent to optimization calculation on force status of cable-stayed Bridges under dead weight.
合理成桥线型状态由设计纵断面决定。
Rational bridge design longitudinal linear decision by the state.
合理成桥线型状态由设计纵断面决定。
Rational bridge design longitudinal linear decision by the state.
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