Concrete Committee of Japan Society of Civil Engineers. Standard specification for concrete structures 2007[S]. Tokyo: Japan Society of Civil Engineers, 2010.
[2]
Isamu Y, Atsushi O, Yail K, et al. A composite deck having transverse stiffeners bonded with a cementations adhesive subjected to movingwheel fatigue[J]. Journal of Bridge Engineering, ASCE, 2013, 18(9): 848-857.
[3]
中华人民共和国住房和城乡建设部. GB50010—2010混凝土结构设 计规范[S]. 北京: 中国建筑工业出版社, 2010. Ministry of Housing and Urban-Rural Development of the People's Republic of China. GB50010-2010 code for design of concrete structures[S]. Beijing: China Architecture and Building Press, 2010.
[4]
Shigeyuki M. Review of researches and technologies on highway bridge decks and contribution of whee running machines[C]//JSCE Proceeding of 5th Symposium on Decks of Highway Bridges. Oosaka: Japan Society of Civil Engineers, 2006: 1-12.
[5]
Concrete Committee of Japan Society of Civil Engineers. Standard specification for concrete structures-2007 [S]. Tokyo: Japan Society of Civil Engineers, 2010.
[6]
黄艳娇, 朱暾. 混凝土保护层厚度与结构设计使用年限[J]. 混凝土, 2004(10): 58-59. Huang Yanjiao, Zhu Tun. Concrete cover thickness and the using period of structure design[J]. Concrete, 2004(10): 58-59.
[7]
American Concrete Institute Committee 318. ACI 319-08: Building code requirements for structural concrete (ACI318-08) and commentary[S]. Michigan: American Concrete Institute, 2008.
[8]
杨秋宁, 毛明杰. 轻骨料预应力混凝土板冲切强度的研究[J]. 混凝土, 2010(6): 115-117. Yang Qiuning, Mao Mingjie. Punching shear strength of prestressed slabs with light weight aggregate[J]. Concrete, 2010(6): 115-117.
[9]
Hamada S, Yang Q, Mao M. Evaluation of punching shear strength of reinforced concrete slabs based on database[J]. Journal of Advanced Concrete Technology, 2008, 6(1): 205-214.
[10]
Yang Q. A rational equation of the punching shear strength for reinforced concrete slabs based ondata base[D]. Yamaguchi: Yamaguchi University, 2008.
[11]
王春生, 周江, 缪文辉. 混凝土桥面板耐久性计算与影响参数分析[J]. 桥梁建设, 2012, 42(6): 49-53. Wang Chunsheng, Zhou Jiang, Miao Wenhui. Calculation and influential parameter analysis of durability of concrete bridge deck slabs[J]. Bridge Construction, 2012, 42(6): 49-53.