[1] |
LIANG Dong1,2, ZHANG Congzheng1, CHEN Lei1.
Measure Point Layout of Modal Test of Highway Curved Beam Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(06): 46-52.
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[2] |
WEN Peng, CHEN Qiaofeng, YANG Fengfan.
Modal Parameter Identification for Large Span Cable-Stayed Bridge
Based on Improved Stochastic Subspace Identification
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2020, 39(01): 45-50.
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[3] |
LAN Zhangli1,TIAN Yuan1,ZHOU Jianting2,YAO Jinqiang1.
Anchoring Surface Displacement Monitoring System Based on Differential Amplification Method
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2017, 36(1): 9-13.
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[4] |
CHEN Yonggao.
Modal Parameter Identification of Bridge Structure Based on Adaptive EEMD and Blind Identification Algorithm
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(3): 11-16.
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[5] |
LIU Laijun,NI Futao,SUN Weigang,SHAO Yongjun,LI Xiao.
Application of Multistage Crossing Genetic Algorithms by Optimal Sensor Placement in Dynamic Test of Continuous Rigid Frame Bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(2): 6-8.
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[6] |
YUAN Quan, HE Jie.
Modal Parameter Identification of Large Cable-Stayed Bridge Based on IEEMD and ARMA Algorithm
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(1): 10-15.
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[7] |
Lu Shuang , Zhang Yongshui.
Application of Assessment Methods of Bridge Health Monitoring Deflection
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(6): 1133-1136.
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[8] |
Lu Shuang , Zhang Yongshui.
Application of Assessment Methods of Bridge Health Monitoring Deflection
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(6): 1133-1136.
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[9] |
Pan Cong,Liao Bihai.
Calculation Method of Checking Coefficient of Spandrel-Filled Arch
Bridges Based on Appearance Investigation
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(增1): 779-783.
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[10] |
Zhang Xiqiang,Chen Hui,Qi Jiehui.
Evaluation Method of Load-Bearing Capacity of
Highway Girder Bridge in New Specification
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2013, 32(2): 194-0197.
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[11] |
Yao Guowen,,Chen Yong.
Evaluation of Load Capacity and Strengthening Methods for Deteriorating
Trussed Combination Arch Bridges
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2012, 31(增1): 696-699.
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[12] |
BI Chen-hua,ZHANG Yong-shui.
Damage Analysis on Collision between Over-High Truck and Bridge Based on FEM
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2011, 30(6): 1294-1297.
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[13] |
LIU Ji-zheng,ZHOU Zhi-xiang,CHEN Bo.
Exploration of a New Method to Bridge Damage Detection Calcualtion
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2007, 26(增刊1): 25-27.
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[14] |
GAO Fei, SHI Shang-wei, YANG Hua-gang.
Inquiring into method of raising adjective evaluation on resistance of bridge
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2005, 24(6): 14-17.
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[15] |
ZHOU Jian-ting , SHENG Xiao-jun , LIU Si-meng , XUE Kai.
A analysis of error area of bridge test
[J]. Journal of Chongqing Jiaotong University(Natural Science), 2002, 21(3): 14-16.
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