[1]施尚伟,赵剑,舒绍云.梁桥冲击系数实测值与规范取值差异分析[J].世界桥梁,2010(2):79-82. SHI Shang-wei,ZHAO Jian,SHU Shao-yun.Analysis of differencebetween measured value and code specified value for impact coeffi-cient of girder bridge[J].World Bridges,2010(2):79-82.
[2]Sieniawska R,Sniady P.Life expectancy of Highway Bridge due totraffic load[J].Journal of Sound and Vibration,1990,140(1):31-38.
[3]Crespo-Minguillon C,Casas J R.A comprehensive traffic load modefor bridge safety[J].Checking Structural Safety,1997,19(4):339-359.
[4]童乐为,沈祖炎,陈忠延.城市道路桥梁的疲劳荷载谱[J].土木工程学报,1997,30(5):20-26. TONG Le-wei,SHEN Zu-yan,CHEN Zhong-yan.Fatigue loadspectrum urban road bridges[J].Civil Engineer Journal,1997,30(5):20-26.
[5]李扬海,鲍卫刚,郭修云,等.公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997.
[6]王达,刘扬,韩万水,等.公路桥梁随机车流模拟研究[J].中外公路,2009,29(6):157-160. WANG Da,LIU Yang,HAN Wan-shui.Random traffic simulationof multi-lane highway bridge[J].Journal of China&Foreign High-way,2009,29(6):157-160.
[7]王炜,过秀成.交通工程学[M].南京:东南大学出版社,2007.
[8]朱本仁.蒙特卡罗方法引论[M].济南:山东大学出版社,1986.
[9]张德丰.MATLAB概率与数理统计分析[M].北京:机械工业出版社,2010.
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