GHORBANPOOR A.Acoustic Emission Characterization of Fatigue Crack Growth in Highways Bridges Components[D].College Park:University of Maryland,1985.
[2]
徐 宏.桥梁拉(吊)索损伤后力学分析及安全评价[D].西安:长安大学,2008.
[3]
XU Hong.Mechanical Analysis and Safety Evaluation of Bridge Damaged Cable[D].Xi'an:Chang'an University,2008.
[4]
WANG Su-juan.Design and Damage Static & Dynamic Analysis of a Concrete-filled Steel Tube Arch Bridge Model[D].Shantou:Shantou University,2007.
[5]
徐建伟,李飞泉,彭 卫.中承式拱桥的吊杆损伤识别[J].公路,2007(12):71-77.
[6]
XU Jian-wei,LI Fei-quan,PENG Wei.Damage Identification for Half Through Arch Bridge Suspender[J].Highway,2007(12):71-77.
[7]
李冬生.拱桥吊杆损伤监测与健康诊断[D].哈尔滨:哈尔滨工业大学,2007.
[8]
LI Dong-sheng.Damage Monitoring and Health Diagnosis for Arch Bridge Suspender[D].Harbin:Harbin Institute of Technology,2007.
[9]
CHEN Huai,DONG Jian-hua.Practical Formulae of Vibration Method for Suspender Tension Measure on Half-through and Through Arch Bridge[J].China Journal of Highway and Transport,2007,20(3):66-70.
YIN Xue-gang,YAO Jian-jun.Effect on Sling System Tension from Sling Damage in Mid-supported Arch Bridge[J].China Journal of Highway and Transport,2004,17(1):45-48.
[12]
BUNDY S A H.Eddy Current Testing of Wire and Bar[J].Wire Industry,1981,48(576):887-888.
HE Wei.Research on the Key Problem of Damage Identification Method for Half Through or Through Concrete Filled Steel Tubular Arch Bridge[D].Zhengzhou:Zhengzhou University,2010.
