砖混房屋整体式外套框架加层结构分析
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U441.3

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江西省自然科学基金资助项目(550012)


Comparison of Three Models for Vehicle-bridge Coupled Vibration of Simple Beam Bridge Subjected to Moving Load
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    摘要:

    针对砖混房屋整体式外套框架加层中新旧结构之间作用不明确,计算模型不清晰的问题,在分析大量相关试验研究和理论分析资料的基础上,提出外套框架结构对原砌体结构抗震加固作用应按体外构造柱考虑,并分析了外套框架结构和既有砖混结构各自最不利内力阶段,以此作为控制结构设计的依据.本文提出,采用外套框架和抗震墙各自弹性抗侧刚度,计算结构总地震作用和层间剪力,并按其各自弹性抗侧刚度比分配地震剪力,作为既有砖混结构抗震加固验算的依据;按框架弹性刚度和抗震墙经刚度折减后的刚度比分配楼层地震剪力作为外套结构的抗震设计依据.

    Abstract:

    In this paper,three models for vehicle-bridge coupled vibrations, namely moving spring mass system,two-degree-of freedom vehicle model and fourdegree-of freedom vehicle model were derived according to vibration theory andthe hypothesis of Euler-Bernulli beam.Through using modal analysis method,thepartial differential function was changed to differential function which varied with time.Based on Runge-Kutta method,the vehicle-bridge coupled vibration eation were solved with MATLAB.The results show that the three models all can reasonably reflect the rule of bridge vibration under moving loads.However,more authentic results can be obtained with taking the vehicle body rigidity into account.

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高剑平.砖混房屋整体式外套框架加层结构分析[J].华东交通大学学报,2007,24(1):40-43.
. Comparison of Three Models for Vehicle-bridge Coupled Vibration of Simple Beam Bridge Subjected to Moving Load[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2007,24(1):40-43

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  • 收稿日期:2006-12-01
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