首页|悬索桥基频影响因素的参数化分析与实用计算

悬索桥基频影响因素的参数化分析与实用计算

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桥梁设计师常常采用简化(实用)公式估算桥梁基频,用以在大跨桥梁设计的前期阶段估算其动力性能.但是随着桥梁建设的发展,部分公式的精度已无法满足要求;在实际使用时各公式易用性也存在较大差异.本文在分析各基频估算公式误差来源的基础上,选择关键变量、采用参数化有限元模型分析各控制因素的影响效应,据此选择改进策略,同时在分析各参数相互关系的基础上进行变量精简,提升估算公式的易用性.经实测和计算基频值的验证,改进实用计算公式在提高了易用性和适用性的同时,有效控制了基频估算结果的整体误差极值,提升了基频估算公式的工程应用价值.
Parametric Analysis of Factors Affecting Fundamental Frequency of Suspension Bridges and Practical Calculation
Bridge designers often use simplified(practical)formulas to estimate the fundamental frequency of bridges,in order to estimate their dynamic performance in the early stages of large-span bridge design.However,with the development of bridge construction,the accuracy of some formulas can no longer meet the requirements;there are also significant differences in the usability of various formulas in practical use.By analyzing the error sources of each fundamental frequency estimation formula,key variables were selected and the influence of main control factors was studied using parametric finite element analysis.By selecting the improvement strategy,the usability of estimation formula was improved and the variables were simplified by analyzing the relationship between each parameter.Verified by the measured and calculated fundamental frequency results,the improved practical formula not only improved the estimation accuracy and controlled the global error extremum of the results of estimation formula,but also improved the value of engineering application.

long-span bridgesuspension bridgedynamic characteristicsfundamental frequency estimation

杨詠昕、徐浩骏、杨虎晨、葛耀君

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同济大学桥梁工程系,上海 200092

同济大学土木工程防灾减灾全国重点实验室,上海 200092

大跨度桥梁 悬索桥 动力特性 基频估算

2024

结构工程师
同济大学,华东建筑设计研究院

结构工程师

CSTPCD
影响因子:0.51
ISSN:1005-0159
年,卷(期):2024.40(1)
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