严国敏.现代斜拉桥[M].成都:西南交通大学出版社,1995. YAN Guo-ming.Modern cable-stayed bridge[M].Chengdu:Southwest Jiaotong University Press,1995.
[2]
高宗余,张 强,王应良.组合结构主梁斜拉桥设计进展[J].铁道勘察,2007(增):50-53. GAO Zong-yu,ZHANG Qiang,WANG Ying-liang.Evolution of design on hybrid beam cable-stayed bridge with combined structure[J].Railway Investigation and Surveying,2007(S):50-53.(in Chinese)
[3]
周绪红,狄 谨,戴公连.大跨径预应力混凝土斜拉桥主梁节段模型的研究[J].土木工程学报,2005,38(3):59-63. ZHOU Xu-hong,DI Jin,DAI Gong-lian.Study on segmental mode of long span prestressed concrete cable-stayed bridge [J].China Civil Engineering Journal,2005,38(3):59-63.(in Chinese)
[4]
聂建国,李法雄,樊健生.组合斜拉桥桥面有效宽度分析[J].哈尔滨工业大学学报,2007,39(增2):719-724. NIE Jian-guo,LI Fa-xiong,FAN Jian-sheng.Study on effective width of concrete deck in composite cable-stayed bridge[J].Journal of Harbin Institute of Technology,2007,39(S2):719-724.(in Chinese)
[5]
AASHTO,LRFD bridge design specifica-tions[S].
[6]
DEUTSCHE NORM,German DIN 1075[S].
[7]
BS-5400,BS 5400 steel concrete and composite bridges [S].
[8]
Eurocode 4,Design of composite steel and concrete structures [S].
[9]
Amjad J A,Methee C,Stuart S C.Effective slab width definition for negative moment regions of composite bridges[J].Journal of Bridge Engineering,2007,12(3):339-349.
[10]
JTJ 025-86,公路桥涵钢结构及木结构设计规范[S]. JTJ 025-86,Steel and timber structure design code of highway bridge[S].(in Chinese)
[11]
李运生,王元清,石永久,等.组合梁桥有效翼缘宽度国内外规范的比较分析[J].铁道科学与工程学报,2006,3(2):34-38. LI Yun-sheng,WANG Yuan-qing,SHI Yong-jiu,et al.A comparative analysis of effective flange width in composite bridges between domestic and foreign specifications[J].Journal of Railway Science and Engineering,2006,3(2):34-38.(in Chinese)
[12]
Byers D D.Evaluation of the effective slab width for composite cable-stayed bridge design[D].Lawrence:University of Kansas,1999.
