徐伟,郑国梁,张肖宁.混凝土桥面沥青铺装层受力敏感性分析[J].公路交通科技,2004,21(1):8-11.Xu Wei,Zheng Guoliang,Zhang Xiaoning.Stress sensitive analysis of concrete deck asphalt overlay[J].Journal of Highway and Transportation Research and Development,2004,21(1):8-11.
[2]
胡晓.混凝土桥面沥青铺装结构的剪切分析[J].公路工程,2007,32(4):136-141.Hu Xiao.Shear stress response analysis of asphalt concrete pavement for concrete bridge deck[J].Highway Engineering,2007,32(4):136-141.
[3]
甄晓霞.大跨径钢桥桥面铺装体系力学行为研究[D].广州:华南理工大学,2010:53.Zhen Xiaoxia.Research on mechanical response of long-span steel box bridge deck pavement[D].Guangzhou:South China University of Technology,2010:53.
[4]
陈团结,钱振东,黄卫.大跨径钢桥面铺装层动力响应研究[J].公路交通科技,2008,25(5):68-72.Chen Tuanjie,Qian Zhendong,Huang Wei.Analysis of dynamic response of deck pavement for large-span steel bridge[J].Journal of Highway and Transportation Research and Development,2008,25(5):68-72.
[5]
中交公路规划设计院.JTGD60-2004公路桥涵设计通用规范[S].CCCC Highway Planning and Design Institute.JTGD60-2004 General Code for Design of Highway Bridges and Culverts[S].
[6]
胡晓,贾璐,孙立军.非均布荷载下层间接触条件对桥面沥青铺装层的力学响应分析[J].上海公路,2007,1(1):34-36.Hu Xiao,Jia Lu,Sun Lijun.Mechanical response of asphalt pavement on bridge decks under non-uniform distribution loading with different interlayer contact conditions[J].Shanghai Highways,2007,1(1):34-36.
[7]
Seible F,Latham C T.Analysis and design for struetural conerete bridge deck overlays[J].Journal of Struetural Engineering,1994,19(2):55-60.
[8]
徐勤武,胡长顺,王虎.混凝土桥面复合式铺装层受力分析和设计[J].长安大学学报:自然科学版,2007,27(4):28-32.Xu Qinwu,Hu Changshun,Wang Hu.Mechanic analysis and design of composite type overlay on concrete bridge pavement[J].Journal of Chang’an University(Natural Science Edition),2007,27(4):28-32.
[9]
王新敏.ANSYS结构分析单元与应用[M].北京:人民交通出版社,2009:375-392.Wang Xinmin.ANSYS Structural Analysis Unit and Application[M].Beijing:China Communications Press,2009:375-392.
[10]
马培建,王佳蓉,王选仓.基于摩尔-库伦理论的沥青路面层间抗剪强度[J].长安大学学报:自然科学版,2012,32(2):34-38.Ma Peijian,Wang Jiarong,Wang Xuancang.Shear strength between interlayers of asphalt pavement based on Mohr-Coulomb theory[J].Journal of Chang’an University(Natural Science Edition),2012,32(2):34-38.
[11]
高健.采用不同防水粘结层的水泥混凝土桥桥面铺装受力分析[D].西安:西安建筑科技大学,2011.Gao Jian.Mechanical analysis of the deck paving on the cement concrete bridge with different waterproof and cohesive layers[D].Xi’an:Xi’an University of Architecture and Technology,2011.
[12]
何亚斌.混凝土连续梁桥沥青铺装应力分析与结构组合研究[D].西安:西安建筑科技大学,2009:21.He Yabin.Mechanical analysis and structural design research of continuous concrete bridge asphalt pavement[D].Xi’an:Xi’an University of Architecture And Technology,2009:21.
[13]
周键炜,王大明,白琦峰.水泥混凝土桥梁沥青铺装层的病害成因分析[J].森林工程,2008,14(6):52-55.Zhou Jianwei,Wang Daming,Bai Qifeng.Analysis of damage causes of asphalt concrete pavement on cement concrete bridge deck[J].Forest Engineering,2008,14(6):52-55.
[14]
张占军,胡长顺,王秉纲.水泥混凝土桥面沥青混凝土铺装结构设计方法研究[J].中国公路学报,2001,14(1):56-59.Zhang Zhanjun,Hu Changshun,Wang Binggang.Research on the design method of asphalt concrete pavement for concrete bridge deck structure[J].China Journal of Highway and Transport,2001,14(1):56-59.
[15]
张攀.桥面铺装结构层应力分析及结构优化组合的研究[D].天津:河北工业大学,2011.Zhang Pan.The research on stress analysis of bridge deck pavement structure layer and optimal combination of structure[D].Tianjin:Hebei University of Technology,2011.
[16]
王虎,徐勤武.混凝土桥水泥混凝土铺装荷载应力[J].长安大学学报:自然科学版,2005,25(3):12-15.Wang Hu,Xu Qinwu.Load stress in concrete pavement on concrete bridges[J].Journal of Chang’an University(Natural Science Edition),2005,25(3):11-15.
