基金项目：铁道部重点科技开发项目(2004G016-B)
作者简介：胡建华(1966),男,湖南澧县人,湖南省交通规划勘察设计院教授级高级工程师,湖南大学工学博士研究生, E-mail:hwq7514@sina.com.
作者单位：胡建华（湖南大学,土木工程学院,湖南,长沙,410082;湖南省交通规划勘察设计院,湖南,长沙,410008）
叶梅新（中南大学,土木建筑学院,湖南,长沙,410075）
黄琼（中南大学,土木建筑学院,湖南,长沙,410075）
参考文献：
[1]马玉平,马昕,崔建涛.高强度混凝土试验研究[J].建筑科学与工程学报,2005,22(3):67-69.MA Yu-ping,MA Xin,CUI Jian-tao.Experimental Research on High-Strength Concrete[J].Journal of Architecture and Civil Engineering,2005,22 (3):67-69.
[2]谢红兵,柯在田,林广元,等.在动载作用下的连续结合梁的设计[J].国外桥梁,1998,26(4):12-21.XIE Hong-bing,KE Zai-tian,LIN Guang-yuan,et al.Design of Continuous Composite Beam Under Moving Load[J].Foreign Bridges,1998,26 (4):12-21.
[3]吴建营,李杰.混凝土弹塑性损伤本构关系统一模型[J].建筑科学与工程学报,2005,22(4):15-21.WU Jian-ying,LI Jie.Unified Elasto-Plastic Damage Constitutive Relations Model for Concrete[J].Journal of Architecture and Civil Engineering,2005,22 (4):15-21.
[4]宋晓勇,邹银生,涂文戈,等.受火钢筋混凝土柱截面极限承载力研究[J].建筑科学与工程学报,2005,22(4):61-64.SONG Xiao-yong,ZOU Yin-sheng,TU Wen-ge,et al.Research on Ultimate Load Capacity of Cross Section of Reinforced Concrete Columns Exposing to Fire[J].Journal of Architecture and Civil Engineering,2005,22(4):61-64.
[5]周浩,张勇.浅谈钢-混凝土组合梁的剪力连接件[J].四川建筑,2004,24(5):50-53.ZHOU Hao,ZHANG Yong.Discussion on the Shear Connectors of Steel-Concrete Composite Beams[J].Sichuan Architecture,2004,24(5):50-53.
[6]裴万吉,赵均海,魏雪英.钢管混凝土的截面形式及其承载力分析[J].建筑科学与工程学报,2006,23(1):49-53.PEI Wan-ji,ZHAO Jun-hai,WEI Xue-ying.Analysis of Section Types of Concrete-Filled Steel Tube and Its Load Capacity[J].Journal of Architecture and Civil Engineering,2006,23 (1):49-53.
[7]白玲.超静定组合结构桥梁受力特性的3D-FEM模拟分析[D].北京:中国铁道科学研究院,2003.BAI Ling.3D-FEM Simulation Analysis for the Mechanical Characteristics of Statically Indeterminate Composite Bridge[D].Beijing:China Academy of Railway Science,2003.
[8]胡芳芳,刘伯权,王步.FRP约束混凝土圆柱体轴心抗压强度研究[J].建筑科学与工程学报,2006,23(1):63-67.HU Fang-fang,LIU Bo-quan,WANG Bu.Study of Axial Compression for FRP Confined Concrete Circular Columns[J].Journal of Architecture and Civil Engineering,2006,23(1):63-67.
[9]王大宏,范猛.锈蚀钢筋混凝土梁抗弯承载力计算[J].建筑科学与工程学报,2006,23(3):61-65.WANG Da-hong,FAN Meng.Flexural Bearing Capacity Calculation of Corroded Reinforced Concrete Beams[J].Journal of Architecture and Civil Engineering,2006,23 (3):61-65.
[10]过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999.GUO Zhen-hai.Principles of Reinforcement Concrete[M].Beijing:Tsinghua University Press,1999.
[11]刘玉擎,曾明根,陈艾荣.连接件在桥梁结构中的应用与研究[J].哈尔滨工业大学学报,2003,35(增):272-275.LIU Yu-qing,ZENG Ming-gen,CHEN Ai-rong.Study and Application of Connectors in Bridges[J].Journal of Harbin Institute of Technology,2003,35 (S):272-275.
[12]雷昌龙.钢-混凝土组合桥中新的剪力连接器的发展与试验[J].国外桥梁,1999,27(2):64-68.LEI Chang-long.The Development and Experiments of New Shear Connectors in Steel-Concrete Composite Bridges[J].Foreign Bridges,1999,27 (2):64-68.
[13]ISABEL V,PAULO J S C.Experimental Analysis of Perfobond Shear Connection Between Steel and LightWeight Concrete[J].Journal of Constructional Steel Research,2004,60 (3):465-479.
[14]宗周红,车惠民.剪力连接件静载和疲劳试验研究[J].福州大学学报:自然科学版,1999,27(6):61-66.ZONG Zhou-hong,CHE Hui-min.Experimental Study of Shear Connector Under Static and Fatigue Loading[J].Journal of Fuzhou University:Natural Science,1999,27(6):61-66.
[15]叶梅新,张晔芝.桁梁结合梁及其剪力连接件试验研究[J].铁道学报,1999,21(1):67-71.YE Mei-xin,ZHANG Ye-zhi.Concrete Steel Truss Composite Girder and Shear Connectors[J].Journal of the China Railway Society,1999,21(1):67-71.
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