参考文献(References):
[1] 项贻强,李毅,周畅,等.桥梁结构在线健康监测预警系统Ⅰ——监测评估预警体系和模块设计[J].交通科学与工程,2009,25(1): 26-21
XIANG Yi-qiang, LI Yi, ZHOU Chang, et al. Healthy monitoring and altering system on-line of bridge structuresⅠ—Design for monitoring assessment, altering system and modules [J]. Journal of Transport Science and Engineering, 2009,25(1): 26-31.
[2] 项贻强,周畅,李毅,等. 桥梁结构在线健康监测预警系统Ⅱ——损伤识别的信号分析及提取方法[J].交通科学与工程,2009,25(2): 33-39.
XIANG Yi-qiang, ZHOU Chang, LI Yi, et al. Healthy monitoring and altering system on-line of bridge structures II ——Signal analysis and extraction method for damage identification [J]. Journal of Transport Science and Engineering,2009, 25(2): 33-39.
[3] 荆龙江,项贻强.基于柔度矩阵法的大跨斜拉桥主梁的损伤识别[J].浙江大学学报:工学版,2008,42(1):164-169.
JING Long-jiang, XIANG Yi-qiang. Damage identification of main girders for long span cable-stayed bridge based on flexibility matrix [J]. Journal of Zhejiang University: Engineering Science, 2008, 42(1): 164-169.
[4] KIM H, MELHEM H. Damage detection of structures by wavelet analysis [J]. Engineering Structures, 2004, 26(3): 347-362.
[5] 郭健,孙炳楠.基于小波变换的桥梁健康监测多尺度分析[J].浙江大学学报:工学版,2005,39(1): 114-118.
GUO Jian, SUN Bing-nan. Multi-scale analysis based on wavelet transform in bridge health monitoring [J]. Journal of Zhejiang University: Engineering Science, 2005, 39(1): 114-118.
[6] 宗周红,牛杰,王浩.基于模型确认的结构概率损伤识别方法研究进展[J].土木工程学报,2012,45(8): 121-130.
ZONG Zhou-hong, NIU Jie, WANG Hao. A review of structural damage identification methods based on the finite element model validation [J].China Civil Engineering Journal, 2012, 45(8): 121-130.
[7] NIU R M, XU H, DENG H. Influence of Structural damage on dynamic characteristics of concrete filled steel tubular arch bridge [C]∥ International Conference on Civil Engineering and Urban Planning. Yantai: [s. n.], 2012: 333-337.
[8] 徐宏,黄平明,韩万水,等.钢管混凝土系杆拱桥损伤吊索系统内力重分布研究[J].世界桥梁,2009(4):3841.
XU Hong, HUANG Ping-ming, HAN Wan-shui, et al. Study of internal force redistribution of damaged hanger system of concrete-filled steel tube tied arch bridge [J]. World Bridges, 2009(4): 38-41.
[9] EBERT C, LENZEN A. Experiments for damage detection by subspace identification on a tied arch bridge [C]∥ Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management and Life-Cycle Optimization.Philadelphia: Taylor & Francis Group, 2010: 1623-1629.
[10] AN Y H, SPENCER JR B F, OU J P. A test method for damage diagnosis of suspension bridge suspender cables [J]. Computer-Aided Civil and Infrastructure Engineering, 2015, 00(10): 1-14.
[11] 陈淮,何伟,何容.基于测点位移差的中、下承式拱桥吊杆损伤识别[J].中国公路学报,2012,25(1): 83-88.
CHEN Huai, HE Wei, HE Rong. Damage identification for suspender of through and half-through arch bridges based on displacement differences of monitoring points [J]. China Journal of Highway and Transport, 2012, 25(1): 83-88.
[12] ZONG Z H, WANG T L, HUANG D Z, et al. State-of-the-art report of bridge health monitoring [J]. Journal of Fuzhou University: Natural Science, 2002, 30(2): 127-152.
[13] GUN J Y, SOON G L, JOAN C, et al. Decentralized damage detection using wavelet signal analysis embedded on wireless smart sensors [J]. Engineering Structures, 2011, 33: 2162-2172.
[14] ROSSO O A, MARTIN M T, FIGLIOLA A, et al. EEG analysis using waveletbased information tools [J]. Journal of Neuroscience Methods, 2006, 153(2): 163-82.
[15] 张黎昌.钢管拱桥受力行为分析及模型试验若干测试技术研究[D].杭州:浙江大学,2014.
ZHANG Li-chang. Mechanical behavior analysis of steel tube arch bridges and research on several testing techniques of model test [D]. Hangzhou: Zhejiang University, 2014.
[16] 曹辉,林秀萍. 结构损伤识别中噪声的模拟[J]. 振动与冲击,2010,29(5): 106-109.
CAO Hui, LIN Xiu-ping. Noise simulation in structural damage identification [J].Journal of vibration and shock, 2010, 29(5): 106-109. |