[J].土木工程学报, 1995, 28 (6):11-17. NIE Jianguo, SHEN Jumin, YU Zhiwu. A Reduced RigidityMethod for Calculating Deformation of Composite Steel-concreteBeams
[2]
[J]. Journal of Civil engineering, 1995, 28 (6):11-17.
[3]
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
[4]
[J].工 程力 学, 1994, 11 (01):21-27. NIE Jianguo, SHEN Jumin, YUAN Yansheng. A General For-mula for Predicting the Deflection of Simply Supported Compos-ite Steel-concrete Beams with the Consideration of Slip Effect
[5]
[J]. Engineering Mechanics, 1994, 11 (1):21-27.
[6]
聂建国, 张眉河.钢-混凝土组合梁负弯矩区板裂缝的研究
[7]
[J].清 华大学 学报:自然 科学 版, 1997, 37(06):95-99. NIE Jianguo, ZHANG Meihe. Study on the Crack of Concreteof Flange in Tension of Composite Steel -concrete Beams
[8]
[J].Journal of Tsinghua University:Natural Science Edition,1997, 37 (6):95-99.
[9]
聂建国, 樊健生, 王挺.钢-压型钢板混凝土组合梁裂缝的试验研究
[10]
[J].土木工程学报, 2002, 35 (01):15-20. NIE Jianguo, FAN Jiansheng, W ANG Ting. Experimental Studyon Cracking Behavior of Composite Beams with Profiled Sheetingunder Negative Bending Moment
[11]
[J]. Journal of Civil engineer-ing, 2002, 35 (1):15-20.
[12]
吴振声, 陈洪水, 高向东, 等.钢-混凝土组合梁负弯矩区混凝土板裂缝试验研究
[13]
[J].哈尔滨建筑工程学院学报, 1993, 26 (1):58-62. WU Zhensheng, CHEN Hongshui, GAO Xiangdong, et al. Ex-periment Study on Crack Width of Concrete Slab of CompositeBeams under Negative Bending
[14]
[J]. Journal of Harbin Architecture and Civil Engineering Institute, 1993, 26 (1):58-62.
[15]
中华人民共和国交通部. JTGD62-2004 公路钢筋混凝土及预应力混凝土桥涵设计规范
[16]
[S].北京:人民交通出版社, 2004. P. R. China. Ministry of Communications. JTG D62-2004 Codefor Design of Highway Reinforced Concrete and PrestressedConcrete Bridges
[17]
[S]. Beijing:China Communication Press,2004.
[18]
中华人民共和国建设部. GB50010 -2002 混凝土结构设计规范
[19]
[S].北京 :中国建筑工业出版社, 2002. P. R. China. Ministry of Construction. GB50010-2002 Code for De-sign of Concrete Structures
[M].北京:清华大学出版社, 2005. JIANG Jianjing, LUXinzheng, YE Lieping. Finite Element Anal-ysis of Concrete Structures
[23]
[M]. Beijing:T singhua UniversityPress, 2005.
[24]
OLLGAARD J G, SLUTTER R G, FISHER J W. ShearStrength of StudConnections in Lightweight andNormal WeightConcrete
[25]
[J]. AISC Engineering Journal, 1971, 8 (4):55-64.
[26]
田春雨.钢-混凝土组合梁板体系的试验研究和理论分析
[27]
[D].北京:清华大学, 2005. TIAN Chunyu. Experiment and Research on Steel-concrete Com-posite Slab -on -girder Structure
[28]
[D]. Beijing:T singhua Universi-ty, 2005.
[29]
聂建国, 李法雄, 樊健生.不同桥面形式组合梁斜拉桥收缩徐变效应分析
[30]
[C] //第十八届土木工程学会桥梁工程及结构工程分会论文集.北京:人民交通出版社, 2008:985-992. NIE Jianguo, LI Faxiong, FAN Jiansheng. Shrinkage and CreepAnalysis of Composite Cable-stayed Bridge with Different DeckStyles
[31]
[C] // 18th Civil Engineering Society Bridge and StructureEngineering Conference. Beijing:China Communications Press,2008:985-992.
