环境温度对连续箱梁刚构桥相对小波熵指标的影响研究

夏樟华1,林友勤1,张景杭2,宗周红3

振动与冲击 ›› 2017, Vol. 36 ›› Issue (1) : 207-214.

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振动与冲击 ›› 2017, Vol. 36 ›› Issue (1) : 207-214.
论文

环境温度对连续箱梁刚构桥相对小波熵指标的影响研究

  • 夏樟华1,林友勤1,张景杭2,宗周红3
作者信息 +

Influences of environmental temperature on relative wavelet entropy index for continuous rigid-frame bridges with box sections

  • XIA Zhanghua1, LIN Youqin1, ZHANG Jinhang2, ZONG Zhouhong3
Author information +
文章历史 +

摘要

以一座高速公路预应力混凝土连续箱梁刚构桥为工程背景,结合健康监测系统的长期测试数据,研究环境温度对相对箱梁桥小波熵指标SWT的影响规律。首先,介绍了环境激励下桥梁结构相对小波熵指标的计算方法。其次,利用实时监测数据,分析得到了箱梁桥各截面的实测相对小波熵指标日变化和年变化规律。最后,基于逐步最优线性回归分析方法建立了相对小波熵指标与温度时、空间分布的多元线性回归模型,并提出了相对小波熵指标的温度修正模型。结果表明,所建立多元线性回归模型具有较好的拟合和预测精度,通过温度修正可以有效地剔除环境温度变化对预应力混凝土箱梁桥相对小波熵指标的影响,使其有效地应用于桥梁的损伤识别。

Abstract

In order to obtain influence laws of environmental temperature on the relative wavelet entropy index SWT, the related study based on health monitoring system of a prestressed concrete continuous rigid-frame bridge with box sections was conducted. Firstly, the calculation method of the relative wavelet entropy index for bridge structures under environment excitation was introduced. Secondly, the daily and annual varying rules of the relative wavelet entropy index of each box section of the bridge were analyzed and obtained based on the real-time monitoring data. Finally, by using the gradually optimal linear regression analysis method, the multivariate linear regression model for the relative wavelet entropy index considering time and spatial distribution of temperature was developed, and the temperature correctional model for the relative wavelet entropy index was proposed. Results showed that the multivariate linear regression model has a better fitting accuracy and a relatively high prediction precision; the effects of environmental temperature on the relative wavelet entropy index can be eliminated effectively with the temperature correctional model to make the relative wavelet entripy index be used in bridges damage identification effectively.

关键词

预应力混凝土连续箱梁刚构桥
/ 环境温度 / 相对小波熵指标 / 多元线性回归模型 / 温度修正模型

Key words

prestressed concrete continuous rigid-frame bridges with box section / environmental temperature / relative wavelet entropy index / multivariate linear regression model / temperature correctional model

引用本文

导出引用
夏樟华1,林友勤1,张景杭2,宗周红3. 环境温度对连续箱梁刚构桥相对小波熵指标的影响研究[J]. 振动与冲击, 2017, 36(1): 207-214
XIA Zhanghua1, LIN Youqin1, ZHANG Jinhang2, ZONG Zhouhong3. Influences of environmental temperature on relative wavelet entropy index for continuous rigid-frame bridges with box sections[J]. Journal of Vibration and Shock, 2017, 36(1): 207-214

参考文献

[1] Ren W X, Sun Z S, Xia Y, et al. Damage identification of shear connectors with wavelet packet energy: laboratory test study[J]. Journal of structural engineering, 2008, 134(5): 832-841.
[2] Ren W X, Sun Z S. Structural damage identification by using wavelet entropy[J]. Engineering Structures, 2008, 30(10): 2840-2849.
[3] 孙增寿, 任伟新. 基于小波熵指标的结构损伤检测[J]. 振动. 测试与诊断, 2008, 28(3): 233-237.
Sun Zengshou,Ren Weixin. Structure damage detection based on wavelet entropy indexes[J]. Journal of Vibration,  Measurement &Diagnosis, 2008, 28(3): 233-237. (in Chinese)
[4] 刘涛, 李爱群, 丁幼亮, 等. 基于小波包能量谱的结构损伤预警方法试验研究[J]. 振动与冲击, 2009, 28(4): 4-8.
Liu Tao, Li Aiqun, Ding Youliang, etal. Experimental study on structural damage alarming method based on wavelet  packet energy spectrum[J]. Journal of Vibration and Shock, 2009, 28(4):  4-8. (in Chinese)
[5] 丁幼亮, 李爱群, 邓扬. 面向结构损伤预警的小波包能量谱识别参数[J]. 东南大学学报(自然科学版), 2011, 41(4) : 824-828.
Ding Youliang, Li Aiqun, Deng Yang. Parameters for identification of wavelet packet energy spectrum for structural damage alarming[J]. Journal of southeast university (Natural Science Edition), 2011, 41(4) :824-828. (in Chinese)
[6] 余竹, 夏禾, Goicolea J M, 等. 基于小波包能量曲率差法的桥梁损伤识别试验研究[J]. 振动与冲击, 2013, 32(5): 20-25
Yu Zhu,  Xia He, Goicolea J M, etal. Experimental study on bridge damage identification based on wavelet packet energy curvature difference method [J]. Journal of Vibration and Shock, 2013, 32(5): 20-25. (in Chinese)
[7] Sohn H, Dzwonczyk M, Straser E G, et al. An experimental study of temperature effect on modal parameters of the Alamosa Canyon Bridge[J]. Earthquake engineering & structural dynamics, 1999, 28(8): 879-897.
[8] Zhao J, DeWolf J T. Dynamic monitoring of steel girder highway bridge[J]. Journal of Bridge Engineering, 2002, 7(6): 350-356.
[9] Ni Y Q, Hua X G, Fan K Q, et al. Correlating modal properties with temperature using long-term monitoring data and support vector machine technique[J]. Engineering Structures, 2005, 27(12): 1762-1773.
[10] Liu C, DeWolf J T. Effect of temperature on modal variability of a curved concrete bridge under ambient loads [J]. Journal of structural engineering, 2007, 133(12): 1742-1751.
[11] 丁幼亮, 李爱群, 耿方方. 考虑环境因素影响的悬索桥整体状态预警方法[J]. 东南大学学报:自然科学版, 2010, 40(5): 1052-1056.
Ding Youliang, Li Aiqun, Geng Fangfang. Monitoring and warning of health conditions for suspension bridges under varying environmental conditions[J]. Journal of southeast university (Natural Science Edition), 2010, 40(5): 1052-1056. (in Chinese)
[12] 余印根, 宗周红, 陈宝春, 等. 环境温度对连续刚构桥模态频率的影响[J]. 振动. 测试与诊断, 2014, 34(1): 69-76.
Yu Yingen, Zong Zhouhong, Chen Baochun, etal. Effects of environmental temperature on modal frequency of continuous rigid frame bridge[J]. Journal of Vibration, Measurement &Diagnosis, 2014, 34(1): 69-76. (in Chinese)
[13] 邓扬, 李爱群, 丁幼亮. 环境激励下大跨悬索桥实测损伤预警指标的变异性[J]. 防灾减灾工程学报, 2013, 33(6): 624-630.
Deng Yang, Li Aiqun, Ding Youliang. Variability of measured damage alarming index of a long-span suspension bridge under ambient excitation[J]. Journal of Disaster Prevention and Mitigation Engineering, 2013, 33(6): 624-630. (in Chinese)
[14] 丁幼亮, 李爱群, 缪民青. 基于小波包能量谱的结构损伤预警方法研究[J]. 工程力学, 2006, 23 ( 8 ): 42-48.
Ding Youliang, Li Aiqun, Miao Changqing.  Investigation on the structural damage alarming method based on wavelet packet energy spectrum [J]. Engineering Mechanics, 2006, 23 (8): 42-48. (in Chinese)

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