CAJ | 학술논문

根据京珠高速车辆荷载现状的统计数据，构建了2个正态分布和1个极值Ⅰ型分布加权和的三峰概率分布模型，通过和常用概率模型比较分析后，证明此概率分布模型能够有效地反映车辆荷载实测数据概率统计特征。此外，文章研究了六轴重车各轴占总重的比例，采用最小二乘法回归分析了各轴重的参数，并在此基础上，计算了30 m跨径简支梁的荷载效应，为我国公路桥梁车辆荷载标准的研究修订以及车辆荷载分析提供参考。
근거경주고속차량하재현상적통계수거，구건료2개정태분포화1개겁치Ⅰ형분포가권화적삼봉개솔분포모형，통과화상용개솔모형비교분석후，증명차개솔분포모형능구유효지반영차량하재실측수거개솔통계특정。차외，문장연구료륙축중차각축점총중적비례，채용최소이승법회귀분석료각축중적삼수，병재차기출상，계산료30 m과경간지량적하재효응，위아국공로교량차량하재표준적연구수정이급차량하재분석제공삼고。
According to the current data of Beijing-Zhuhai high-speed vehicle load , the three peak probability distribution model of two normal distribution and an extreme value weighted I type distribution was constructed with using the statistics and data fitting method , and this probability distribution model could effectively reflect the characteristics of the measured data of the vehicle load which had been proved after the comparative analysis with the common probability models.So, it has a certain reference value to the vehicle load's analysis.Moreo-ver,the thesis studied each axle load car accounted for the proportion of six axle load car , and analyzed the pa-rameters of each axle load with the least squares regression method .On the basis of this , we calculated the load effect of simply supported beam with 30 m span which could provide the reference to the research of our country highway bridge vehicle load standard and analyze the vehicle load .