作者简介：黄侨(1958-),男,上海市人,教授,博士生导师,工学博士,E-mail:qhuang@hit.edu.cn.
作者单位：黄侨（哈尔滨工业大学,交通科学与工程学院,黑龙江,哈尔滨,150090）
郑一峰（哈尔滨工业大学,交通科学与工程学院,黑龙江,哈尔滨,150090;吉林省公路勘测设计院,吉林,长春,130021）
李光俊（哈尔滨工业大学,交通科学与工程学院,黑龙江,哈尔滨,150090）
参考文献：
[1]陆亚芳,张士铎.预弯梁及其正截面强度[J].土木工程学报,1989,22(3):84-88.LU Ya-fang,ZHANG Shi-duo.Pre-bending Beam and Its Normal Cross Section Strength[J].China Civil Engineering Journal,1989,22 (3):84-88.
[2]王骅,薛伟辰.考虑收缩徐变的钢-混凝土组合梁变形计算[J].长安大学学报:自然科学版,2004,24(1):56-60.WANG Hua,XUE Wei-chen.Deflections of SteelConcrete Composite Beams Due to Shrinkage and Creep[J].Journal of Chang'an University:Natural Science Edition,2004,24(1):56-60.
[3]竺存宏,李广远.预弯复合梁的设计与施工[M].北京:人民交通出版社,1993.ZHU Cun-hong,LI Guang-yuan.Pre-bending Composite Beam Design and Construction[M].Beijing:China Communications Press,1993.
[4]印定安,张士铎.一种新的预应力结构--预弯预应力混凝土梁公路桥梁[C]//同济大学.全国桥梁结构学术大会论文集.上海:同济大学出版社,1992.YIN Ding-an,ZHANG Shi-duo.A New Type of Prestress Structure-Pre-bending Prestress Concrete Beam Highway Bridge[C]//Tongji University.China Bridge Structure Academic Conference Paper Collection.Shanghai:Tongji University Press,1992.
[5]周志祥.对预弯梁及其正截面强度的讨论[J].土木工程学报,1990,23(2):79-82.ZHOU Zhi-xiang.Discussion on Pre-bending Beam and Its Normal Cross Section Strength[J].China Civil Engineering Journal,1990,23(2):79-82.
[6]李宏江,叶见曙,万水,等.波形钢腹板预应力混凝土箱梁的试验研究[J].中国公路学报,2004,17(4):31-36.LI Hong-jiang,YE Jian-shu,WAN Shui,et al.Experimental Research on Prestressed Concrete Box Girder with Corrugated Steel Webs[J].China Journal of Highway and Transport,2004,17(4):31-36.
[7]宋一凡,崔军,赵小星,等.钢筋混凝土T型梁桥裂缝特征参数与结构评估试验研究[J].交通运输工程学报,2001,1(3):46-49.SONG Yi-fan,CUI Jun,ZHAO Xiao-xing,et al.Testing Research on the Relation Between the Crack Distinctive Feature and the Structural Performance of Reinforced Concrete T-Beams[J].Journal of Traffic and Transportation Engineering,2001,1 (3):46-49.
[8]徐岳,朱万勇,杨岳.波形钢腹板PC组合箱梁桥抗弯承载力计算[J].长安大学学报:自然科学版,2005,25(2):60-64.XU Yue,ZHU Wan-yong,YANG Yue.Calculation of Ultimate Moment Capacity of Prestressed Concrete Box-Girder Bridge with Corrugated Steel Webs[J].Journal of Chang'an University:Natural Science Edition,2005,25 (2):60-64.
[9]郑一峰,黄侨,冷曦晨.预弯组合梁桥的弹塑性极限承载能力研究[J].中国公路学报,2005,18(4):54-58.ZHENG Yi-feng,HUANG Qigo,LENG Xi-chen.Research on Elastic-Plastic Ultimate Capacity of Preflex Beam Bridges[J].China Journal of Highway and Transport,2005,18(4):54-58.
[10]黄侨,任廷柱,张树仁.预弯组合梁桥的全时程时效分析理论及试验研究[J].中国公路学报,1999,12(4):37-44.HUANG Qiao,REN Ting-zhu,ZHANG Shu-ren.Analytical Theory and Test Study of Long Term Properties for the Preflexed Beam[J].China Journal of Highway and Transport,1999,12(4):37-44.
[11]王传志,滕智明.钢筋混凝土结构理论[M].北京:中国建筑工业出版社,1985.WANG Chuan-zhi,TENG Zhi-ming.Reinforced Concrete Structure Theory[M].Beijing:China Architecture & Building Press,1985.
[12]郑一峰.预弯预应力混凝土梁的非线性理论及实验研究[D].哈尔滨:哈尔滨建筑大学,1995.ZHENG Yi-feng.Non-linear Theory and Experimental Research of Pre-bending Prestress Concrete Beam[D].Harbin:Harbin University of Civil Engineering and Architecture,1995.
[13]朱伯龙,董振祥.钢筋混凝土非线性分析[M].上海:同济大学出版社,1985.ZHU Bo-long,DONG Zhen-xiang.Reinforced Concrete Non-linear Analysis[M].Shanghai:Tongji University Press,1985.
[14]黄侨,冷曦晨,郑一峰,等.预弯预应力混凝土梁的试验研究[J].工程力学,1996,13(增):176-180.HUANG Qiao,LENG Xi-chen,ZHENG Yi-feng,et al.Experimental Research on Pre-bending Prestress Concrete Beam[J].Engineering Mechanics,1996,13(S):176-180.
