基金项目:国家自然科学基金项目(50608009);交通部应用基础研究项目(2006319825070)
作者简介:刘扬(1973-),男,湖南华容人,长沙理工大学副教授,工学博士,博士后,E-mail:13973198842@vip.163.com.
作者单位:刘扬(长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076;中南大学,土木建筑学院,湖南,长沙,410075)
张建仁(长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076)
余志武(中南大学,土木建筑学院,湖南,长沙,410075)
参考文献:
[1]陈政清.斜拉索风雨振现场观测与振动控制[J].建筑科学与工程学报,2005,22(4):5-10.CHEN Zheng-qing.On-site Observation of Wind-rain Induced Vibration of Stay Cables and Its Control[J].Journal of Architecture and Civil Engineering,2005,22(4):5-10.
[2]王文涛.斜拉桥换索工程[M].北京:人民交通出版社,1997.WANG Wen-tao.Replacement of Stay Cables for Cable-stayed Bridges[M].Beijing:China Communications Press,1997.
[3]邰扣霞,丁大钧.中国桥梁建设新飞跃[J].建筑科学与工程学报,2006,23(2):30-40.TAI Kou-xia,DING Da-jun.New Leaps in Construction of Bridges in China[J].Journal of Architecture and Civil Engineering,2006,23 (2):30-40.
[4]杨杰,李爱群,缪长青.BP神经网络在大跨度斜拉桥的斜拉索损伤识别中的应用[J].土木工程学报,2006,39(5):72-77.YANG Jie,LI Ai-qun,MIAO Chang-qing.Application of BP Network to Cable Damage Identification for Long Span Cable-stayed Bridges[J].China Civil Engineering Journal,2006,39 (5):72-77.
[5]程德伟,李欣然,杨文军.大佛寺长江大桥(斜拉桥)运营阶段斜拉索安全评估方法[C]//中国土木工程学会桥梁及结构分会.第16届全国桥梁学术会议论文集.北京:人民交通出版社,2004:570-574.CHENG De-wei,LI Xin-ran,YANG Wen-jun.Safety Assessment of Stay Cables During Running for Dafosi Yangtze River Bridge[C]//The Branch of Bridge and Structure Engineering of China Civil Engineering Society.The 16th Academic Conference Symposium of Highway Bridges.Beijing:China Communications Press,2004:570-574.
[6]赵玲,李爱群,缪长青,等.大跨度斜拉桥的拉索损伤识别[J].桥梁建设,2004,34(5):19-22.ZHAO Ling,LI Ai-qun,MIAO Chang-qing,et al.Cable Damage Identification for Long-span Cable-stayed Bridges[J].Bridge Construction,2004,34 (5):19-22.
[7]尚鑫,徐岳.基于灰色理论的斜拉索安全性评价[J].长安大学学报:自然科学版,2004,24(1):22-25.SHANG Xin,XU Yue.Safety Evaluation of Stay Cables Based on Grayness Theory[J].Journal of Chang'an University:Natural Science Edition,2004,24(1):22-25.
[8]朱劲松,肖汝诚.大跨度斜拉桥拉索安全性分析方法研究[J].土木工程学报,2006,39(9):74-79.ZHU Jin-song,XIAO Ru-cheng.A Study on Safety Assessment Method for Stay Cables of Long-span Cable-stayed Bridges[J].China Civil Engineering Journal,2006,39 (9):74-79.
[9]颜东煌,陈常松,涂光亚.混凝土斜拉桥施工控制温度影响及其现场修正[J].中国公路学报,2006,19(4):71-76.YAN Dong-huang,CHEN Chang-song,TU Guang-ya.Temperature Influence and Its Field Correction During Construction Control of Concrete Cable-stayed Bridge[J].China Journal of Highway and Transport,2006,19(4):71-76.
[10]高剑,裴岷山.大跨度斜拉桥索梁锚箱空间受力分析[J].建筑科学与工程学报,2006,23(3):66-70.GAO Jian,PEI Min-shan.Analysis of Space Stress in Anchoring Box Between Cable and Beam of Longspan Cable-stayed Bridge[J].Journal of Architecture and Civil Engineering,2006,23 (3):66-70.
[11]梁鹏,徐岳,刘永健.斜拉索分析统一理论及其应用[J].建筑科学与工程学报,2006,23(1):68-77.LIANG Peng,XU Yue,LIU Yong-jian.Unified Analysis Theory of Cable Stay and Its Applications[J].Journal of Architecture and Civil Engineering,2006,23(1):68-77.
[12]刘健新,李加武.中国西部地区桥梁风工程研究[J].建筑科学与工程学报,2005,22(4):32-39.LIU Jian-xin,LI Jia-wu.Study of Wind Project of Bridge in Western Area of China[J].Journal of Architecture and Civil Engineering,2005,22(4):32-39.
[13]刘扬,张建仁.混凝土斜拉桥施工阶段的体系可靠度分析[J].中国公路学报,2006,19(5):54-59.LIU Yang,ZHANG Jian-ren.Calculation of System Reliability for Concrete Cable-stayed Bridges During Construction[J].China Journal of Highway and Transport,2006,19 (5):54-59.
[14]MATTEO J,DEADATIS G,BILLINGTON D F.Safety Analysis of Suspension-bridge Cables:Williamsburg Bridge[J].Journal of Structural Engineering,1995,120(11):3197-3211.
[15]CREMONA C.Probabilistic Approach for Cable Residual Strength Assessment[J].Engineering Structures,2003,25(1):377-384.
[16]刘扬,张建仁,李传习.混凝土斜拉桥施工期的时变可靠度计算[J].中国公路学报,2004,17(3):31-35.LIU Yang,ZHANG Jian-ren,LI Chuan-xi.Calculation of Time-variant Reliability for Concrete Cable-stayed Bridges During Construction[J].China Journal of Highway and Transport,2004,17 (3):31-35.
[17]李传习,刘扬,张建仁.基于人工神经网络的大跨度预应力混凝土桥梁主梁物性参数识别[J].中国公路学报,2001,14(3):62-66.LI Chuan-xi,LIU Yang,ZHANG Jian-ren.Girder Parameters Identification for Long-span PC Concrete Bridges Based on BP Neural Network[J].China Journal of Highway and Transport,2001,14(3):62-66.
[18]刘建,刘扬.岳阳洞庭湖大桥π形梁的温度场[J].公路,2001,46(增):16-23.LIU Jian,LIU Yang.Temperature Field for π Type Girder of Yueyang Dongtinghu Bridge[J].Highway,2001,46(S):16-23.
[19]李扬海,鲍卫刚.公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997.LI Yang-hai,BAO Wei-gang.Structural Reliability and Probability Limit State Design of Highway Bridge Structure[M].Beijing:China Communications Press,1997.
|