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成桥

na.Cheng Qiao

成桥

成桥

1

The result of the cable tension of Ronghu Bridge indicates that this method is very simple , effective and applicable .

蓉湖大桥成桥恒载索力的优化结果表明该方法简单、高效、适用。

2

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The linear elastic stability of the bridge during the construction phase, completed bridge phase and operation phase are analysed .

对施工阶段、成桥阶段及运营阶段的弹性稳定性进行了分析。

6

The results of the analysis reveal that at the stages of the construction and completion, the nonlinear influences exist.

分析结果表明：超大跨度混合梁斜拉桥在施工和成桥阶段均存在非线性影响；

7

Results show that error between calculated analysis result of CMSM and test value of bridge is small. It verifies feasibility of CMSM.

结果表明：建立的多尺度模型是有效的，其计算分析结果和成桥试验值之间的误差较小；

8

The different between cable shape and internal force under calculating result and finished state are compared.

分析了计算线形和内力与成桥线形和内力的差别；

9

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。

10

Bridge compared with the measured stress state theory section section stress .

对比分析成桥状态理论截面应力与实测截面应力。

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This paper , collective structural static analysis of Jinghang Cannel Bridge is introduced after the final hanger force is obtained .

在得到合理成桥索力后，本文对全桥进行了静力分析。

12

The advice that no further adjusting tensile force of tied bar and hanger rod is needed to putted forward based on the finished structure .

针对最终的成桥结构，提出了不再进一步调整吊杆和系杆力的建议。

14

To the continuous rigid frame bridge bridge operation in the presence of inter-torsion phenomenon in the study measured .

对连续刚构桥在成桥运营中存在跨中下挠现象进行了实测研究。

15

According to main cable configuration, the finite model is formed and then hanger force is conformed using the finite element program.

确定了主缆线形后，就可以建立有限元模型，计算得到成桥索力。

16

With thumbs and support , carry buttock is on a "bridge " shape .

用手脚支撑，提臀上挺成 “桥 ”状。

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The chapter 3 introduces the erection technique of CFST arch bridge .

第3 章介绍了钢管混凝土拱桥的主要成桥施工技术；

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So that it can provide the references for extradosed cable-stayed bridge design. The main research contents are as follows : 1 .

本文的主要研究内容如下：（1 ）根据相关规范和标准，对成桥阶段的缆索进行了索力监控。

19

Determination of the Stable State of a Temporary Rope Way Bridge and Research on Its Loading Test

临时索道桥的成桥状态确定与荷载试验研究

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Sequential Quadratic Programming Method for the Reasonable Finished Dead State of Cable-Stayed Bridges

斜拉桥合理成桥状态确定的序列二次规划法

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Influence on the Performance of the Completion Structure by the Initial Tension of the Main Cable of the Suspension Bridge

悬索桥主缆初张力对成桥结构性能的影响

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Step-by-step arithmetic for the reasonable finished dead state of the concrete cable-stayed bridges

混凝土斜拉桥合理成桥状态确定的分步算法

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A Calculation Method for Initial Configuration and Internal Force of Completion State of Long-span Suspension Bridge

大跨悬索桥成桥状态初始构形及内力的确定方法

25

Determination of the Initial Construction State and Dead Load State of Suspension Bridges

悬索桥施工理想初态及成桥状态计算方法研究

26

Study of Cable Force Optimization of Completed Cable -Supported Arch Bridge of Concrete-Filled Steel Tubes

钢管混凝土拉索拱桥成桥索力优化研究

27

ANSYS Software and its Application in Determination of Initial Cable Forces in Cable-stayed Bridges under Dead Loads

ANSYS 二次开发技术及在确定斜拉桥成桥初始恒载索力中的应用

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Study of Static and Dynamic Load Tests for Sifangtai Cable-Stayed Bridge, Harbin at Completion Stage

哈尔滨四方台斜拉桥成桥静动载试验研究

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Research and application of the whole-section-welding technology for the produced steel box beam of cable-stayed bridge

斜拉桥钢箱梁成桥全断面焊接技术的研究与应用

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Safety Test and Evaluation of the Completion of a Cable-stayed Bridge

斜拉桥成桥安全检测及评价

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