浙江大学.一种双向预弯多梁式钢-混凝土小箱梁桥的结构:中国,CN 202298438 U[P].2012-07-04. Zhejiang University.Bidirectional Pre-bent Multi-beam Type Structure of Small Steel-concrete Box Girder Bridge:China,CN 202298438 U[P].2012-07-04.
[2]
浙江大学.一种提高多梁式组合小箱梁桥桥面结构横向整体性的方法: 中国,CN 102409619 A[P].2012-04-11. Zhejiang University.Method for Improving Cross Integrity of Bridge Deck Structure of Multi-girder Type Combined Small Box Girder Bridge:China,CN 102409619 A[P].2012-04-11.
[3]
项贻强,何余良,刘丽思,等.考虑滑移下多梁式组合小箱梁桥荷载横向分布[J].哈尔滨工业大学学报,2012,44(8):113-118. XIANG Yi-qiang,HE Yu-liang,LIU Li-si,et al.Lateral Load Distribution of Multi-box Steel-concrete Composite Girder Bridges for Considering Slipping Effect[J].Journal of Harbin Institute of Technology,2012,44(8):113-118.
[4]
何余良.多梁式钢-混凝土组合小箱梁桥受力特性及试验研究[D].杭州:浙江大学,2014. HE Yu-liang.Mechanism Properties and Experimental Investigation of Multi-beam Steel Concrete Composite Girder Bridge[D].Hangzhou:Zhejiang University,2014.
[5]
HE Y L,XIANG Y Q,KE H X,et al.Field Test and Analysis for the Dynamic Behaviour of Multi-box Steel Concrete Composite Girder Bridge[J].Applied Mechanics and Materials,2012,226-228:1547-1550.
[6]
XIANG Y Q,LIU L S,HE Y L.Damage Identification of Multi-box Steel-concrete Composite Bridges Based on Modal Curvature Difference Method[J].Applied Mechanics and Materials,2012,226-228:1689-1692.
[7]
钟 朋,刘 铮,张文普,等.弹性支承连续梁的计算[M].上海:上海科学技术出版社,1959. ZHONG Peng,LIU Zheng,ZHANG Wen-pu,et al.Calculation of Continuous Beam with Elastic Support[M].Shanghai:Shanghai Scientific and Technical Publishers,1959.
[8]
奥西波夫.弹性支承连续梁[M].史尔毅,梁宗哲,译.北京:人民交通出版社,1954. Осипов B C.Continuous Beam with Elastic Support[M].Translated by SHI Er-yi,LIANG Zong-zhe.Beijing:China Communications Press,1954.
[9]
项贻强,李新生,申永刚,等.空间梁拱组合式桥梁的分析理论及试验研究[J].中国公路学报,2002,15(1):67-71. XIANG Yi-qiang,LI Xin-sheng,SHEN Yong-gang,et al.Theory Analysis and Experimental Study of Spatial Girder and Arch Combination Bridge[J].China Journal of Highway and Transport,2002,15(1):67-71.
[10]
项贻强,杨万里,潘仁泉,等.拱索体系加固的刚架拱桥荷载横向分布[J].中国公路学报,2007,20(4):91-95. XIANG Yi-qiang,YANG Wan-li,PAN Ren-quan,et al.Load Lateral Distribution of Rigid Frame Arch Bridge Strengthened with Arch and Stayed Cable System[J].China Journal of Highway and Transport,2007,20(4):91-95.
[11]
胡肇滋.桥跨结构简化分析——荷载横向分布[M].北京:人民交通出版社,1996. HU Zhao-zi.Simplified Analysis of Bridge Span Structure－Load Lateral Distribution[M].Beijing:China Communications Press,1996.
[12]
聂建国,陶慕轩.体外预应力钢-混凝土组合梁受力性能的研究现状与展望[J].工程力学,2011,28(增Ⅱ):129-141. NIE Jian-guo,TAO Mu-xuan.Research Status and Perspective on Externally Prestressed Steel-concrete Composite Beam[J].Engineering Mechanics,2011,28(SⅡ):129-141.
[13]
林元培,章曾焕.混凝土-钢叠合梁斜拉桥裂缝探讨与对策[J].城市道桥与防洪,1991(Z1):7-14. LIN Yuan-pei,ZHANG Zeng-huan.Discuss and Strategy About Crack in Steel-concrete Composite Beam of Cable-stayed Bridges[J].Urban Roads Bridges & Flood Control,1991(Z1):7-14.
[14]
范立础.桥梁工程[M].上册.北京:人民交通出版社,2001. FAN Li-chu.Bridge Engineering[M].Volume 1.Beijing:China Communications Press,2001.
[15]
郑孝达.宽跨比小于0.5的钢筋混凝土梁式桥的立体计算[J].土木工程学报,1962,8(2):50-54,49. ZHENG Xiao-da.Spatial Calculation of Reinforced Concrete Girder Bridge when Width-span Ration is Less Than 0.5[J].China Civil Engineering Journal,1962,8(2):50-54,49.
[16]
胡肇滋.用弹性支承连续梁法求桥跨结构横向分布系数之研究(Ⅱ)——弹性支承连续梁修正法[J].东北林学院学报,1981(1):89-99. HU Zhao-zi.Research on Method of Continuous Beam with Elastic Supports for Calculation of Transverse Distribution Coeff of Load in Bridge Deck(Ⅱ)－Modified Method of Continuous Beam with Elastic Supports[J].Journal of Northeastern Forestry Institute,1981(1):89-99.
[17]
聂建国.钢-混凝土组合结构桥梁[M].北京:人民交通出版社,2011. NIE Jian-guo.Steel-concrete Composite Bridges[M].Beijing:China Communications Press,2011.
[18]
JTG D60—2004,公路桥涵通用设计规范[S]. JTG D60—2004,General Code for Design of Highway Bridges and Culverts[S].
[19]
El-REMAILY A,TADROS M K,YAMANE T,et al.Transverse Design of Adjacent Precast Prestressed Concrete Box Girder Bridges[J].PCI Journal,1996,41:96-113.
[20]
HANNA K E,MORCOUS G,TADROS M K.Transverse Post-tensioning Design and Detailing of Precast,Prestressed Concrete Adjacent-box-girder Bridges[J].PCI Journal,2009,54(4):160-174.
[21]
项贻强,邢 骋,邵林海,等.横向加固空心板梁桥荷载横向分布计算方法与试验研究[J].中国公路学报,2013,26(2):63-68. XIANG Yi-qiang,XING Cheng,SHAO Lin-hai,et al.Calculating Method and Experimental Research on Lateral Load Distribution of Transversely Strengthened Hollow Slab Bridge[J].China Journal of Highway and Transport,2013,26(2):63-68.
[22]
赵 雨,任 亮,张 璟,等.大跨波形钢腹板小箱梁顶推施工技术研究[J].筑路机械与施工机械化,2014,31(11):76-79. ZHAO Yu,REN Liang,ZHANG Jing,et al.Research on Incremental Launching Technology of Long-span Box Girder with Corrugated Steel Web[J].Road Machinery & Construction Mechanization,2014,31(11):76-79.
[23]
周勇超,李常乐,孙铁军,等.钢-混凝土组合梁界面滑移与剪力滞耦合效应分析[J].建筑科学与工程学报,2013,30(2):114-120. ZHOU Yong-chao,LI Chang-le,SUN Tie-jun,et al.Coupling Effect Analysis of Interface Relative Slip and Shear Lag of Steel-concrete Composite Beam[J].Journal of Architecture and Civil Engineering,2013,30(2):114-120.
[24]
万智勇.钢箱梁施工中质量控制方法研究[J].筑路机械与施工机械化,2011,28(7):77-79. WAN Zhi-yong.Research on Quality Control Method in Steel Box Beam Construction[J].Road Machinery & Construction Mechanization,2011,28(7):77-79.
[25]
尹冠生,刘晓伟,张小慧.箱梁极限承载力破坏仿真分析[J].筑路机械与施工机械化,2013,30(4):81-83. YIN Guan-sheng,LIU Xiao-wei,ZHANG Xiao-hui.Simulation Analysis of Failure of Box Girder Under Ultimate Bearing Capacity[J].Road Machinery & Construction Mechanization,2013,30(4):81-83.
[26]
易建国.混凝土简支梁(板)桥[M].2版.北京:人民交通出版社,2001. YI Jian-guo.Simply-supported Concrete Girder(Slab) Bridge[M].2nd ed.Beijing:China Communications Press,2001.
[27]
BRISEGHELLA B,ZORDAN T.An Innovative Steel-concrete Joint for Integral Abutment Bridges[J].Journal of Traffic and Transportation Engineering:English Edition,2015,2(4):209-222.
