[1]史晓斌.预防城市桥梁被车辆撞击的探讨[J].市政技术,2009,27(5):465-466. SHI Xiao-bin.On crash proof for urban bridge caused by vehicle[J].Municipal Engineering Technology,2009,27(5):465-466.
[2]张炎圣,陆新征,宁静,等.超高车辆撞击组合结构桥梁的仿真分析[J].交通与计算机,2007,25(3):65-69. ZHANG Yan-sheng,LU Xin-zheng,NING Jing,et al.Computersimulation for the impact between over-high truck and composite vi-aduct[J].Traffic and Computer,2007,25(3):65-69.
[3]JTGD60—2004公路桥涵设计通用规范[S].北京:人民交通出版社,2004.
[4]庄茁.基于ABAQUS的有限元分析和应用[M].北京:清华大学出版社,2009:189-195.
[5]裴小吟,文传勇,张永水.城市桥梁被车辆撞击后损伤分析初探[J].重庆交通大学学报:自然科学版,2011,30(1):19-21. PEI Xiao-yin,WEN Chuan-yong,ZHANG Yong-shui.Preliminaryanalysis on the collision damage of urban bridge caused by vehicle[J].Journal of Chongqing Jiaotong University:Natural Science,2011,30(1):19-21.
[6]张劲,王庆扬,胡守营,等.ABAQUS混凝土损伤塑性模型参数验证[J],建筑结构,2008,38(8):127-130. ZHANG Jin,WANG Qing-yang,HU Shou-ying,et al.Parametersverification of concrete damaged plastic model of ABAQUS[J].Structure of Building,2008,38(8):127-130.
[7]GB50010—2002混凝土结构设计规范[S].北京:中华人民共和国建设部,2002.
[8]马祥禄,高志升,张丹华.不同速度超高车辆撞下跨线桥动态响应分析[J].山西建筑,2009,35(20):304-305. MA Xiang-lu,GAO Zhi-sheng,ZHANG Dan-hua.Dynamic re-sponse analysis of flyover under collision of ultrahigh vehicle withdifferent speeds[J].Shanxi Architecture,2009,35(20):304-305.
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