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大跨度石拱桥的全桥结构仿真分析研究
引用本文:周岑,郑凯锋,范立础.大跨度石拱桥的全桥结构仿真分析研究[J].土木工程学报,2004,37(3):89-92.
作者姓名:周岑  郑凯锋  范立础
作者单位:1. 中交公路规划设计院
2. 西南交通大学
3. 同济大学
基金项目:国家自然科学基金资助项目(59878045)
摘    要:阐述了全桥结构仿真分析的基本思路。结合丹河新桥这一世界最大跨度石拱桥的实例 ,详细介绍了如何建立由多种单元组合而成 ,包括上部结构、下部结构和地基在内的全桥结构仿真分析模型 ,并借助上述模型 ,进行了结构分析计算。计算结果表明 :全桥结构仿真分析技术在大跨度石拱桥的分析计算中 ,能得到较传统计算理论更加详尽和精确的结果 ,有着良好的应用前景

关 键 词:大跨度石拱桥  全桥结构仿真分析  拱架施工  结构动力特性
文章编号:1000-131X(2004)03-0089-07
修稿时间:2002年7月10日

RESEARCH ON STRUCTURAL SIMULATION ANALYSIS FOR ENTIRE BRIDGE OF LONG- SPAN STONE ARCH BRIDGE
Zhou CenZheng KaifengFan Lichu.RESEARCH ON STRUCTURAL SIMULATION ANALYSIS FOR ENTIRE BRIDGE OF LONG- SPAN STONE ARCH BRIDGE[J].China Civil Engineering Journal,2004,37(3):89-92.
Authors:Zhou CenZheng KaifengFan Lichu
Affiliation:Zhou CenZheng KaifengFan Lichu(China Highway Planning and Disign Institute Consultants) (Southwest Jiaotong University)(Tongji University)
Abstract:The basic concept of structural simulation Analysis fo r Entire Bridge(SSAEB) is expounded.Combing with a practical example of Danhe New Bridge,which is a largest-span stone arch bridge in the world,that the establish ment process for the SSAEB model of Danhe New Bridge,which is composed by differ ent unit elements including superstructure,substructure and ground base,has been introduced in detail and from the aid of above mentioned model,hence its struct ural analysis calculation is carried out.The results of calculation show that th e technique of SSAEB used to the analysis calculation of long-span stone arch br idge can get more detailed and more accurate results than the results calculated from the traditional calculation theory,therefore the method of SSAEB opens up vast vistas for the application to bridge analysis.
Keywords:Long-span stone arch bridge  Structural Simulation Analys is for Entire Bridge(SSAEB)  centering of arch truss construction  dynamic charac teristics of structure$$
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