桥梁结构地震与温度作用效应组合研究  

Research on combination of seismic and temperature action effects of bridge structures

作　　者：邱文亮[1] 张哲[1] 

机构地区：[1]大连理工大学土木工程学院,辽宁大连116024

出　　处：《大连理工大学学报》2011年第4期540-544,共5页Journal of Dalian University of Technology

基　　金：国家自然科学基金资助项目(50878037)

摘　　要：对于双塔斜拉桥和连续刚构等纵向约束较强的桥梁结构,纵向地震作用和温度作用会产生巨大的桥墩弯矩.作为随机性很强的地震作用和温度作用,规范中没有给出明确的温度作用效用组合系数.基于概率方法,建立了桥梁结构在纵向水平地震作用下,考虑温度作用的组合计算模型,利用Turkstra组合方法,考虑地震作用和温度作用的随机概率分布,得到了桥梁结构抗震设计中温度作用效应的组合系数.参数分析表明,温度作用效应的组合系数随组合效应概率分布分位值的增大而减小;随年最高和最低日平均气温出现的概率增大而增大;随地震与温度作用效应的比值增大而减小,当效应比大于6时,温度效应可以忽略.For the bridges with strong longitudinal restraint,such as double-tower cable-stayed bridges and continuous rigid frame bridges,the longitudinal seismic action and temperature action cause large moments of piers.As the seismic and temperature actions are stochastic,the combination factor considering temperature action effects is needed in anti-seismic design of bridge,but that is not given in the codes.Based on the probability method,the model of combination of seismic action effects and temperature action effects is proposed.Using the Turkstra combination criteria and considering the stochastic probability distribution of seismic and temperature actions,the combination factors of temperature action effects are given for the seismic design of bridge.The parameters analyses show that the combination factor of temperature action effects decreases with increase of the fractile of distribution function and the ratio of seismic action effects and temperature action effects,but it increases with increase of the occurrence probability of the highest and lowest daily average temperature.When the ratio of seismic action effects and temperature action effects is higher than 6,the temperature action effects can be neglected.

关 键 词：地震作用效应 温度作用效应 作用效应组合 概率方法 

分 类 号：U442[建筑科学—桥梁与隧道工程]