基金项目:国家自然科学基金项目(50408037);中国博士后科学基金项目(2003034279)
作者简介:张建民(1968-),男,广西桂林人,高级工程师,工学博士,博士后,E-mail:dauglas@21cn.com.
作者单位:张建民(广州市市政工程安全质量监督站,广东,广州,510050)
肖汝诚(同济大学,桥梁工程系,上海,200092)
参考文献:
[1]颜东煌,李学文,刘光栋,等.混凝土斜拉桥合理成桥状态确定的分步算法[J].中国公路学报,2003,16(1):43-46.YAN Dong-huang,LI Xue-wen,LIU Guang-dong,et al.Step-by-Step Arithmetic for the Reasonable Finished Dead State of the Concrete Cable-Stayed Bridges[J].China Journal of Highway and Transport,2003,16(1):43-46.
[2]肖汝诚,项海帆.斜拉桥索力优化及其工程应用[J].计算力学学报,1998,15(1):118-126.XIAO Ru-cheng,XIANG Ha-fan.Optimization Method of Cable Prestresses of Cable-Stayed Bridges and Its Engineering Applications[J].Chinese Journal of Computational Mechanics,1998,15(1):118-126.
[3]施笃铮,汪劲丰,项贻强,等.斜拉桥施工过程中的索力控制与优化研究[J].中国公路学报,2002,15(2):57-60.SHI Du-zheng,WANG Jin-feng,XIANG Yi-qiang,et al.Optimum Tensioning in Construction State of Cable-Stayed Bridge[J].China Journal of Highway and Transport,2002,15 (2):57-60.
[4]张戌社,杜彦良,金秀梅,等.基于光纤光栅的斜拉桥索力在线监测[J].交通运输工程学报,2003,3(4):22-24.ZHANG Xu-she,DU Yan-liang,JIN Xiu-mei,et al.InSuit Monitoring for Cables' Tension with Optical Fiber Grating Sensors[J].Journal of Traffic and Transportation Engineering,2003,3 (4):22-24.
[5]张建民,郑皆连,秦荣.大跨径钢管混凝土拱桥混凝土时变模式分析[J].重庆交通学院学报,2001,20(4):11-15.ZHANG Jian-min,ZHENG Jie-lian,QIN Rong.TimeDependent Behavior Analysis of Long Span CFST Arch Bridge[J].Journal of Chongqing Jiaotong University,2001,20(4):11-15.
[6]郝超.大跨度钢斜拉桥的施工监控及其目标精度值[J].中国公路学报,2003,16(1):54-57.HAO Chao.Construction Control and Control Precision Goal of Long-Span Steel Cable-Stayed Bridge[J].China Journal of Highway and Transport,2003,16 (1):54-57.
[7]狄谨,黄庆.无背索斜塔钢-混凝土结合梁斜拉桥施工控制仿真[J].长安大学学报:自然科学版,2004,24(3):43-47.DI Jin,HUANG Qing.Simulation of Construction Control for One Inclined Tower Cable-Stayed Bridge of Steel-Concrete Composite Box Girder Without Back Stay[J].Journal of Chang'an University:Natural Science Edition,2004,24(3):43-47.
[8]汪劲丰,施笃铮,徐兴.确定斜拉桥最优恒载索力方法的探索[J].浙江大学学报:工学版,2002,36(2):152-155.WANG Jin-feng,SHI Du-zheng,XU Xing.Exploration of the Optimal Cable Tension of Cable-Stayed Bridge Under Permanent Loads[J].Journal of Zhejiang University:Engineering Science,2002,36 (2):152-155.
|