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高墩大跨径预应力混凝土连续刚构空间仿真方法研究
引用本文:袁卓亚,马毓泉,冯威.高墩大跨径预应力混凝土连续刚构空间仿真方法研究[J].公路交通技术,2007(6):34-38.
作者姓名:袁卓亚  马毓泉  冯威
作者单位:1. 长安大学公路学院,西安,710064;西安公路研究所,西安,710054
2. 西安公路研究所,西安,710054
摘    要:在我国尤其是西部地区,高墩大跨桥梁建设数量越来越多,其施工安全、承载能力等问题已经引起了广大桥梁工作者的重视。以陕西省禹阎高速公路徐水河特大桥为例,提出建立包括分阶段施工混凝土箱梁、薄壁空心墩、主梁预应力钢束及高墩普通钢筋的空间有限元模型,并实现施工、运营全过程空间仿真分析的思路和方法,为此类桥梁的进一步深入研究提供参考。

关 键 词:高墩大跨径  预应力混凝土连续刚构  空间仿真  双重非线性  承载力
文章编号:1009-6477(2007)06-0034-05
修稿时间:2007年3月31日

Research on Space Simulation Methods for High-pier Large-span Pre-stressed Concrete and Consecutive Steel Structures
Yuan Zhuoya,Ma Yuauan,Feng Wei.Research on Space Simulation Methods for High-pier Large-span Pre-stressed Concrete and Consecutive Steel Structures[J].Technology of Highway and Transport,2007(6):34-38.
Authors:Yuan Zhuoya  Ma Yuauan  Feng Wei
Abstract:Along with the fact that more and more high-pier large-span bridges have been constructed in China,especially in western regions of China,the issues relevant to construction safety,load capacity,etc.have attracted duly attention of many bridge workers.Taking Xushuihe Super Bridge of Yumenkou-Yanliang Expressway in Shanxi Province as an example,the limited space element models including phase construction concrete box beams,thin-wall hollow piers,pre-stressed main beam steel clusters,high piers,and common steel bars,etc.are proposed to be established in this paper.Thoughts and methods are developed for analysis of the space simulation during full-course construction and operation,and references are given for further research on this kind of bridges.
Keywords:high-pier large-span  pre-stressed concrete and consecutive steel structures  space simulation  double-level non-linearity  load capacity
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