JTG 025-86, 公路桥涵钢结构及木结构设计规范[S].北京: 人民交通出版社, 1988.JTG 025-86, Specifications for design of steel structuresand timber structure highway bridges and culverts [S].Beijing: China Communications Press, 1988. (inChinese)
[2]
GB50017-2003, 钢结构设计规范[S]. 北京: 中国计划出版社, 2003.GB50017-2003, Code for design of steel structures [S].Beijing: China Planning Press, 2003. (in Chinese)
[3]
张士铎, 邓小华, 王文洲. 箱形薄壁梁剪力滞效应[M].北京: 人民交通出版社, 1998: 1-6.Zhang Shiduo, Deng Xiaohua, Wang Wenzhou. Shearlag effect in thin-walled box girder [M]. Beijing: ChinaCommunications Press, 1998: 1-6. (in Chinese)
[4]
Reissner E. Analysis of shear lag in box beams by the principle of the minimum potential energy [J]. Quarterlyof Applied Mathematics, 1946, 4(3): 268-278.
[5]
Gjelsvik A. Analog-beam method for determiningshear-lag effect [J]. Journal of Engineering Mechanics,1991, 117(7): 1575-1594.
[6]
Dezi L, Gara F, Leoni G, Tarantino A M.Time-dependent analysis of shear-lag effect in compositebeams [J]. Journal of Engineering Mechanics, 2001,127(1): 71-79.
[7]
陈德伟, 李欣然. 灌河大桥施工监测, 控制总结报告[D]. 上海: 同济大学, 2006.Chen Dewei, Li Xinran. Summary report of constructionmonitor and control for Guanhe bridge [R]. Shanghai:Tongji University, 2006. (in Chinese)
Newmark N M, Siess C P, Viest I M. Tests and analysisof composite beams with incomplete interaction [J].Proceedings of the Society for Experimental StressAnalysis, 1951, 9(1): 75-92.
[10]
聂建国, 沈聚敏, 袁彦声. 钢-混凝土简支组合梁变形计算的一般公式[J]. 工程力学, 1994, 11(1): 21-27.Nie Jianguo, Shen Jumin, Yuan Yansheng. A generalformula for predicting the deflection of simply supportedcomposite steel-concrete beams with the consideration ofslip effect [J]. Engineering Mechanics, 1994, 11(1): 21-27. (in Chinese) 浏览
[11]
项海帆. 高等桥梁结构理论[M]. 北京: 人民交通出版社, 2001: 50-72.Xiang Haifan. Advanced structural theory of bridge [M].Beijing: China Communications Press, 2001: 50-72. (inChinese)
[12]
孙飞飞, 李国强. 考虑滑移、剪力滞后和剪切变形的钢-混凝土组合梁解析解[J]. 工程力学, 2005, 22(2):96-103.Sun Feifei, Li Guoqiang. A closed-form solution forsteel-concrete composite beams with slip, shear lag andshear deformation [J]. Engineering Mechanics, 2005,22(2): 96-103. (in Chinese) 浏览
[13]
Sun Feifei, Bursi O S. A displacement-based formulationfor steel-concrete composite beams with shear lag [C]//Bi?ani?, et al (eds). Computational Modelling ofConcrete Structures. A.A. Balkema Publishers, Lisse,2002: 827-838.
[14]
Dezi L, Gara F, Leoni G. Shear-lag effect in twin-girdercomposite decks [J]. Steel and Composite Structures,2003, 3(2): 111-122.
[15]
Dezi L, Gara F, Leoni G. Effective slab width inprestressed twin-girder composite decks [J]. Journal ofStructural Engineering, 2006, 132(9): 1358-1370.
[16]
JTG 062-2004, 公路钢筋混凝土及预应力混凝土桥涵设计规范[S]. 北京: 人民交通出版社, 2004.JTG 062-2004, Code for design of highway reinforcedconcrete and prestressed concrete bridges and culverts[D]. Beijing: China Communications Press, 2004. (inChinese)
[17]
Gara F, Leoni G, Dezi L. A beam finite elementincluding shear lag effect for the time-dependent analysisof steel-concrete composite decks [J]. EngineeringStructures, 2009, 31(8): 1888-1902.
[18]
Queiroz F D, Vellasco P C G S, Nethercot D A. Finiteelement modelling of composite beams with full andpartial shear connection [J]. Journal of ConstructionalSteel Research, 2006, 63: 505-521.
[19]
周宗泽, 易建国, 石雪飞, 柳慧芬. 可视化桥梁结构设计软件—桥梁博士系统[J]. 同济大学学报, 1999, 27(2):243-248.Zhou Zongze, Yi Jianguo, Shi Xuefei, Liu Huifen.Visualized bridge design system-Dr. bridge [J]. Journalof Tongji University, 1999, 27(2): 243 - 248. (inChinese)