AZIZINAMINI A,BARTH K,DEXTER R,et al.High performance steel:research front-historical account of researchactivities[J].Journal of Bridge Engineering,2004,9(3):212-217.
[2]
YANG L.Evaluation of moment redistribution for hybrid HPS 70w bridge girders[D].Morgantown:Department of Civil andEnvironmental Engineering,West Virginia University,2004.
[3]
姚昌荣,李亚东,强士中.美国桥梁高性能钢的发展与应用[J].世界桥梁,2005(1):57-61.YAO Chang-rong,LI Ya-dong,QIANG Shi-zhong.Development and application of high performance steel for bridges inUnited States[J].World Bridges,2005(1):57-61.(in Chinese)
[4]
娄廷会.混合钢梁桥极限承载力研究[D].上海:同济大学桥梁工程系,2009.LOU Ting-hui.Study of the ultimate bearing capability of hybrid steel girder bridges[D].Shanghai:Department of BridgeEngineering,Tongji University,2009.(in Chinese)
[5]
GRECO N,EARLS C J.Structural ductility in hybrid high performance steel beams[J].Journal of Strctural Engineering,2003,129(12):1584-2595.
[6]
中华人民共和国行业标准.JTJ 041—2000公路桥涵施工技术规范[S].北京:人民交通出版社,2000:224-231.People's Republic of China industry standards.Technical specifications for construction of highway bridges and culverts[S].Beijing:People Communication Press,2000:224-231.(in Chinese)
[7]
王国周,瞿履谦.钢结构原理与设计[M].北京:清华大学出版社,2002:102-205.
[8]
VELJKOVIC M,JOHANSSON B.Design of hybrid steel girders[J].Journal of Constructional Steel Research,2004,60(2004):535-547.
[9]
高丽亚.国产热轧H型钢梁整体稳定性能的理论与试验研究[D].西安:西安建筑科技大学结构工程系,2003.GAO Li-ya.The theoretical and test study of integral stability for homemade hot-rolled H-section beam[D].Xi'an:Department of Structural Engineering,Xi'an University of Architecture and Technology,2003.(in Chinese)
[10]
中国人民共和国国家标准.GB50017—2003钢结构设计规范[S].北京:中国计划出版社,2003.People’s Republic of China national standards.Code for design of steel structures[S].Beijing:China Planning Press,2003.(in Chinese)
[11]
陈绍蕃.钢结构设计原理[M].第3版.北京:科学出版社,2005:195.
[12]
童根树,任涛.工字梁的抗剪极限承载力[J].土木工程学报,2006,39(8):57-64.TONG Gen-shu,REN Tao.Shear resistance of slender webs in I-girders[J].China Civil Engineering Journal,2006,39(8):57-64.(in Chinese)
[13]
DAVIES A W,GRIFFITH D S C.Shear strength of steel plate girders[J].Proc Instn Civ Engrs Structs&Bldgs,1999,134(5):147-257.
[14]
American Association of State Highway and Transportation Officials.AASHTO LRFD Bridge Design Specifications,Section6:Steel Structures[S].Washington D C:American Association of State Highway and Transportation Officials,2004:115-218.
