[1] Mi F, John E T P. The practical limits of damage detection and location using vibration data [A], 11th VPI&SU symposium on structural dynamics and control[C]. Blacksburg, Virginia, USA: VPI & SU, 1997,31-40.
[2] Peeters B, Maeck J, Deroeck G. Vibration-based damage detection in civil engineering: excitation sources and temperature effects[J]. Smart Materials & Structures, 2001, 10(3):518-527.
[3] Zhang D, Nagurney A. On the stability of projected dynamical systems [J]. Journal of Optimization Theory & Applications, 1995, 85(85):97-124.
[4] Nagurney A, Zhang D. Projected dynamical systems and variational inequalities with applications [M] Boston, Massachusetts: Kluwer Academic Publishers, 1996.
[5] 曾庆响,韩大建,马海涛. 预应力混凝土箱梁桥的温度效应分析[J]. 中南大学学报, 2010, 41(6): 2360-2366.
Zeng Qingxiang, Han Dajian, Ma Hai-Tao, et al. Analysis of temperature effects on prestressed concrete box girder bridges[J]. Zhongnan Daxue Xuebao, 2010, 41(6):2360-2366.
[6] Ariyawardena N, Ghali A, Elbadry M. Experimental study on thermal cracking in reinforced concrete member [J]. Structural Journal, 1997, 94(4): 432-441.
[7] 张元海, 李乔. 桥梁结构日照温差二次力及温度应力计算方法研究[J]. 中国公路学报, 2004, 11(1): 49-52.
Zhang Yuanhai, Li Qiao. Study of the method for calculation of the thermal stress and secondary force of bridge structure by solar radiation[J]. China Journal of Highway & Transport, 2004, 17(1):49-52.
[8] Xia Y, Hao H, Zanardo G, et al. Long term vibration monitoring of an RC slab: Temperature and humidity effect [J]. Engineering Structures, 2006, 28(3):441-452.
[9] 刘纲,邵毅敏,黄宗明. 长期监测中结构温度效应分离的一种新方法[J]. 工程力学,2010, 27(3): 55-61.
Liu Gang, Shao Yimin, Huang Zongming. A new method for the separation of structure and temperature effect in long term monitoring[J]. Engineering Mechanics, 2010, 27(3):55-61.
[10] 皮少博. 变环境下的桥梁模态参数分析[D].哈尔滨工业大学,2015.
Pi Shaobo. Analysis of the modal parameters of bridge on various environmental conditions[D]. Harbin Institute of Technology,2015.
[11] 吕文娟. 考虑环境湿度影响的混凝土材料及结构动力性能研究[D]. 北京交通大学, 2015.
Lv Wenjuan. Study on the dynamic property of the concrete material and structure considering the ambient humidity[D]. Beijing Jiaotong University, 2015.
[12] 许永吉, 朱三凡, 宗周红. 环境温度对桥梁结构动力特性影响的试验研究[J]. 地震工程与工程振动. 2007, 27(6):119-123.
Xu Yongji, Zhu Sanfan, Zong Zhouhong. Experimental study on effects of environmental temperature on dynamic characteristics of bridge structures [J]. Journal of Earthquake Engineering & Engineering Vibration, 2007, 27(6):119-123.
[13] Peeters B, Roeck G D. One-year monitoring of the Z24-Bridge: environmental effects versus damage events[J]. Earthquake Engineering & Structural Dynamics, 2001, 30(2):149–171.
[14] 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.
[15] 杨鸥, 刘洋, 李惠, 欧进萍. 时变环境与损伤耦合下桥梁结构频率及阻尼比的统计分析[J]. 计算力学学报. 2010, 27(3):457-462.
Yang Ou, Liu Yang, Li Hui, et al. Cable bridge modal parameter statistical analysis under the time varying environment coupled with damage[J]. Chinese Journal of Computational Mechanics, 2010, 27(3):457-462.
[16] 闵志华, 孙利民, 淡丹辉. 影响斜拉桥模态参数变化的环境因素分析[J].振动与冲击. 2009, 28(10):100-105.
Min Zhihua, Sun Linmin, Dan Danhui. Effect analysis of environmental factors on structural modal parameters of a cable-stayed bridge[J]. Journal of Vibration & Shock, 2009, 28(10):100-105.
[17] Engle R F, Granger C W J. Co-integration and Error Correction: Representation, Estimation, and Testing [J]. Econometrica, 1987, 55(2): 251-276.
[18] Banerjee A, Dolado J J, Galbraith J W, et al. Co-integration, error correction, and the econometric analysis of non-stationary data[J]. Economic Journal, 1993, 106(439):518-521.
[19] G. Janacek. Time series analysis forecasting and control[M] Holden-Day: Incorporated, 1990.
[20] Cross E J, Chen Q. Cointegration: a novel approach for the removal of environmental trends in structural health monitoring data [J]. Proceedings of the Royal Society A, 2011, 467(2133):2712-2732.
[21] Cross E J, Worden K. Approaches to nonlinear cointegration with a view towards applications in SHM[C]// 2011:12069-12078(10).
[22] Zolna, Konrad, Dao, Phong B, Staszewski, Wieslaw J, et al. Towards homoscedastic nonlinear cointegration for structural health monitoring[J]. Mechanical Systems & Signal Processing, 2016, 75(3):94-108.
[23] 高铁梅.计量经济分析方法与建模[M].北京:清华大学出版社,2006.
Gao Tiemei. Econometric analysis methods and modeling[M]. Beijing:Tsinghua University Press, 2006.
[24] 钟志威,雷钦礼.Johansen 和Juselius 协整检验应注意的几个问题[J]. 统计与信息论坛, 2008, 23(10): 80-85.
Zhong Zhiwei,Lei Qinli. Some notes on johansen and juselius cointegration test[J]. Statistics & Information Forum, 2008, 23(10): 80-85.
[25] Engle R F, Granger C W J. Co-integration and Error Correction: Representation, Estimation, and Testing.[J]. Econometrica, 1987, 55(2): 251-76.
[26] Johansen S.Statistical analysis of cointegration vectors [J]. Journal of Economic Dynamics and Control, 1988(12): 231-254.
[27] Johansen S,Juselius K M.Likelihood estimation and inferences oncointegration with applications to the demand for money [J]. Oxford Bulletin of Economic and Statistics, 1990(52):169-210.
[28] Kitamura Y. Likelihood-based inference in cointegrated vector, autoregressive models[J]. Econometric Theory, 1995, 14(4):517-524.
[29] Franses P H. How to Deal with Intercept and Trend in Practical Cointegration Analysis? [J]. Applied Economics, 1999, 33(EI 9904-/A): 577-579.
[30] 邓露,张晓峒.ADF 检验中滞后长度的选择:基于ARIMA(0,1,q)过程的模拟证据[J].数量经济技术经济研究, 2008(9): 126-137.
Deng Lu,Zhang Xiaotong.The lag length selection in ADF test:simulation evidence from an ARIMA(0,1,q) process[J]. The Journal of Quantitative & Technical Economics, 2008(9): 126-137.
[31] Pesaran M H, Shin Y, Smith R J. Structural analysis of vector error correction models with exogenous I (1) variables[J]. Journal of Econometrics, 2000, 97(2):293-34