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参数不确知桥梁结构计算模型的研究
引用本文:唐峰,禹奇才,刘爱荣.参数不确知桥梁结构计算模型的研究[J].广州大学学报(自然科学版),2006,5(2):77-81.
作者姓名:唐峰  禹奇才  刘爱荣
作者单位:广州大学土木工程学院,广东,广州,510006
摘    要:针对某些图纸缺失、外部装饰和连接区域特别处理等因素导致的约束条件难以确定的桥梁结构,提出以多种计算模型对结构进行模拟计算分析的方法,同时根据实测结果与各计算模型计算结果的比较,从中确定该桥梁结构的计算模型.实例分析表明,多种计算模型分析方法对该类桥梁结构分析起到较好的效果.

关 键 词:混凝土连续梁  混凝土连续刚构  荷载试验
文章编号:1671-4229(2006)02-0077-05
收稿时间:2005-12-20
修稿时间:2006-01-08

Calculation model research of bridge structure with uncertain parameters
TANG Feng,YU Qi-cai,LIU Ai-rong.Calculation model research of bridge structure with uncertain parameters[J].Journal og Guangzhou University:Natural Science Edition,2006,5(2):77-81.
Authors:TANG Feng  YU Qi-cai  LIU Ai-rong
Institution:School of Civil Engineering, Guangzhou University, Guangzhou 510006, China
Abstract:In the consideration of some bridge structures,it is difficult to decide support conditions because of such factors as lack of design papers,outer ornament and joint region with special treatment etc.This paper puts forward multiple computing models to compute and analyze bridge structures. On the basis of comparison of measured value to theory computing value,we ascertain the theory computing models of bridge structures.Analysis from a practical bridge structure shows that the method of setting up multiple computing models is effective to analysis of the kind of bridge structure.
Keywords:continuous concrete beam  continuous concrete rigid frame  loading test
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