Zhou Taiquan,Guo Li,Chen Hongtian.Fatigue evaluation of Tsing-Ma Bridge subjected to traffic loading [J].Earthquake Engineering and Engineering Vibration,2002,22(5):25-29.
[5]
[9] Cuninghame J R.Fatigue Classification of Welded Joints Orthotropic Steel Deck Bridge[R].Berkshire:Transport and Road Research Laboratory,1990.
[6]
[10] BS 5400-10-1980 Steel,Concrete and Composite Bridges:Part 10:Code of Practice for Fatigue[S].British:British Standards Institution,1980:1600-1603.
Lv Lei,Ji Bohai,Ma Lin,et al.Study on the vibration response of long span suspension bridge based on the measured traffic flow [J].China Civil Engineering Journal,2011,44(S1):102-108.
[11]
[13] Fujino Y,Bhartia B K,Manabu I.A stochastic study on effect of multiple track presence on fatigue damage of highway bridges [J].Structural Engineering & Earthquake Engineering,1986,3(2):457-467
Tian Yang,Li Yunsheng,Zhang Yanling,et al.Stress analysis of fatigue details of deck of orthotropic bridges in high-speed railway [J].Journal of Chongqing Jiaotong University:Natural Science,2011,30(4):729-733.
[14]
[2] 田洋,李运生,张德莹,等.正交异性板 U 肋与桥面板焊缝连接的静力及疲劳试验研究[J].铁道科学与工程学报,2011,8(2):34-39.
[15]
Tian Yang,Li Yunsheng,Zhang Deying,et al.Static and fatigue research on welded rib-to-deck connections in steel orthotropic bridge deck [J].Journal of Railway Science and Engineering,2011,8(2):34-39.
[16]
[3] Harting D R.The-S/N-fatigue-life gage:A direct means of measuring cumulative fatigue damage[J].Experimental Mechanics,1966,6(2):19A-24A.
Wang Chao,Zhong Jiwei,Zhu Hongping.Fatigue assessment of steel box girder based on measured stress of health monitoring system [J].Journal of Wuhan University of Technology,2012,34(12):103-107.