为了找到一种能够精确有效地预测桥梁运营状况的方法,提出一种基于灰色GM(1,1)理论模型并用马尔科夫链修正的灰色-马尔科夫预测模型.结合河北省某地区的159座桥梁数据对该方法进行应用检验,结果表明:灰色-马尔科夫模型预测数据的平均相对误差为-0.11%,相比灰色GM(1,1)理论模型预测数据的平均相对误差-0.34%,在精度上有了明显的提高,而且灰色-马尔科夫模型预测出的数据更加稳定.利用马尔科夫链优化过的灰色GM(1,1)理论模型预测出2017年至2019年该地区一类桥的数量分别为49座、39座以及34座.由此可知灰色-马尔科夫模型在已知的桥梁定期检查数据基础上可以提供较为精确的预测,相较于灰色GM(1,1)预测模型,该方法具有更高的精度和稳定性.
In order to obtain a high-precision and high-efficiency method to predict the bridge operating conditions, this paper presents a Gray-Markov GM(1,1)prediction model based on gray theoretical model and modified with Markov chain. This method was applied to test the data of a total of 159 bridges in a certain area of Hebei Province. The results show that based on the bridge data from 2007 to 2016, the average relative error of the Gray-Markov model is -0.11%, and the average relative error of the gray theoretical model is -0.34%, which is obviously improved, and the Gray-Markov model offers more stable data. Using the gray theory model optimized by Markov chain to predict the number of first-class bridges from 2017 to 2019,we can see that the number of the first-class bridges is 49, 39 and 34 respectively. Thus we can see that the Gray-Markov model can provide a more accurate prediction on the basis of known periodic- DOI:10.3969/j.issn.1000-1565.2019.01.003灰色-马尔科夫模型在桥梁运营状况预测中的应用刘历波1,裴彧2,裴同松3(1.河北工程大学 土木工程学院,河北 邯郸 056038;2.河北交通职业技术学院 土木工程系,河北 石家庄 050035;3.河北交通职业技术学院 电气与信息工程系,河北 石家庄 050035)摘 要:为了找到一种能够精确有效地预测桥梁运营状况的方法,提出一种基于灰色GM(1,1)理论模型并用马尔科夫链修正的灰色-马尔科夫预测模型.结合河北省某地区的159座桥梁数据对该方法进行应用检验,结果表明:灰色-马尔科夫模型预测数据的平均相对误差为-0.11%,相比灰色GM(1,1)理论模型预测数据的平均相对误差-0.34%,在精度上有了明显的提高,而且灰色-马尔科夫模型预测出的数据更加稳定.利用马尔科夫链优化过的灰色GM(1,1)理论模型预测出2017年至2019年该地区一类桥的数量分别为49座、39座以及34座.由此可知灰色-马尔科夫模型在已知的桥梁定期检查数据基础上可以提供较为精确的预测,相较于灰色GM(1,1)预测模型,该方法具有更高的精度和稳定性.关键词:桥梁;灰色GM(1,1)模型;马尔科夫链模型;预测;转移概率矩阵中图分类号:U446 文献标志码:A 文章编号:1000-1565(2019)01-0011-07Application of Gray-Markov model in prediction of bridge operation conditionLIU Libo1,PEI Yu2,PEI Tongsong3(1.College of Civil Engineering,Hebei University of Engineering,Handan 056038,China; 2.Department of Civil Engineering,Hebei Jiaotong Vocational and Technical College,Shijiazhuang 050035,China;3.Department of Electrical and Information Engineering,Hebei Jiaotong Vocational and Technical College,Shijiazhuang 050035,China)Abstract:In order to obtain a high-precision and high-efficiency method to predict the bridge operating conditions, this paper presents a Gray-Markov GM(1,1)prediction model based on gray theoretical model and modified with Markov chain. This method was applied to test the data of a total of 159 bridges in a certain area of Hebei Province. The results show that based on the bridge data from 2007 to 2016, the average relative error of the Gray-Markov model is -0.11%, and the average relative error of the gray theoretical model is -0.34%, which is obviously improved, and the Gray-Markov model offers more stable data. Using the gray theory model optimized by Markov chain to predict the number of first-class bridges from 2017 to 2019,we can see that the number of the first-class bridges is 49, 39 and 34 respectively. Thus we can see that the Gray-Markov model can provide a more accurate prediction on the basis of known periodic- 收稿日期:2018-01-29 基金项目:河北省高校百名优秀人才计划项目(BR206) 第一作者:刘历波(1979—),男,河北唐山人,河北工程大学副教授,主要从事道路桥梁与集成管理研究.E-mail:liulibo@hebeu.edu.cn 通信作者:裴彧(1993—),男,河北石家庄人,河北交通职业技术学院助教,主要从事道路桥梁研究.E-mail:421380827@qq.com第1期刘历波等:灰色-马尔科夫模型在桥梁运营状况预测中的应用inspection data. Compared with the single gray prediction model, the Gray-Markov model shaws higher accuracy and stability.
[1] 谌润水,胡钊芳.公路桥梁荷载试验[M].北京:人民交通出版社,2003.
[2] 王育红.灰色预测模型与灰色证据组合模型研究及应用[D].南京:南京航空航天大学,2010.
[3] CHENG K,TAIJIMAZDA. Using Grey system theory for earthquake forecast[J].Earthquake Research in China,2002,16(4):411-423.
[4] HUANG Y P, HUANG C H.Real-valued genetic algorithms for fuzzy grey prediction system[J].Fuzzy Sets and Systems,1997,87(3):265-276.DOI:10.1016/S0165-0114(96)00011-5.
[5] LALIT SINGH, HITESH RAJPUT, GOPIKA VINOD. et al. Computing transition probability in Mark-ov chain for early prediction of software reliability[J]. Quality & Reliability Engineering Internation-al,2016, 32(3): 1253-1263.:DOI:10.1002/qre.1793.
[6] MAHADEVAN S, XIAO Q. Time-variant reliability of brittle structural systems[J]. Journal of Engineering Mechanics, 1995, 121(3): 414-423. DOI:10.1061/(asce)0733-9399(1995)121:3(414).
[7] 宋璟波,张镇西. Ca</sub>v1.2离子通道马尔科夫随机过程模型的建立与应用[J]. 西安交通大学学报, 2018, 52(2): 140-147.
[8] 范兆本.灰色系统理论在黄河入海口预测研究中的应用[M] //佚名.灰色系统研究新进展.武汉:华中理工大学出版社,1996.
[9] WU J L. Grey system theory on image processing and lossless data compression for HD MEDIA[R].HD-MEDIA Technology and Applications workshop.Tai Bei.1993:8-9.
[10] 吕颖钊,贺拴海.在役桥梁承载力模糊可靠性的马尔科夫预测[J].长安大学学报(自然科学版),2005,25(4): 39-43. DOI:10.19721/j.cnki.1671-8879.2005.04.010.
[11] 夏海兵.基于灰色马尔可夫组合模型的在役桥梁承载力模糊可靠性预测[J].现代交通技术,2008, 5(2): 35-38.
[12] 徐杰,马娜.基于灰色-马尔科夫模型的电力系统CO2排放[J]. 河北大学学报(自然科学版), 2015, 35(5): 453-458. DOI:10.3969/j.issn.1000-1565.2015.05.002.
[13] 邓聚龙.灰色系统基本方法[M].武汉:华中科技大学出版社,2005.
[14] 杨帆,赵增鹏,王小兵.改进灰色马尔科夫模型在基坑预测中的研究[J]. 测绘与空间地理信息, 2017, 40(7): 15-18,22. DOI:10.3969/j.issn.1672-5867.2017.07.005.
[15] 吴舒霞,陈炼,高胜保.混合Markov与Bayes的客户欠费预测模型[J]. 河北大学学报(自然科学版), 2016, 36(5): 535-540. DOI:10.3969/j.issn:1000-1565.2016.05.014
[16] 沈哲辉,黄腾,唐佑辉.灰色-马尔科夫模型在大坝内部变形预测中的应用[J].测绘工程,2015,24(2): 69-74.DOI:10.3969/j.issn.1006-7949.2015.02.016.
[17] 王星,刘小勇.基于灰色马尔科夫模型的交通事故预测研究[J].交通科技与经济,2017,19(4):9-13.
[18] 杨锦伟,孙宝磊.基于灰色马尔科夫模型的平顶山市空气污染物浓度预测[J].数学的实践与认识,2014, 44(2): 64-70.
[19] 哈娜.基于马尔科夫过程的桥梁耐久性预测模型研究[J].辽宁省交通高等专科学校学报,2016,18(5): 1-4.DOI:10.3969/j.issn.1008-3812.2016.05.001.
[20] 薛文鹏,杨芮,杨洪,等.基于马尔科夫链理论对贵州锦屏白背飞虱发生程度的预测[J].西南大学学报(自然科学版),2017,39(8):43-48.DOI:10.13718/j.cnki.xdzk.2017.08.006.
[21] 蒋茂源.基于新维无偏灰色马尔科夫模型的桥梁技术状况预测[J].四川水泥,2017,(8):55-56.DOI:10.3969/j.issn.1007-6344.2017.08.056.
[22] 苏卫国,李绍杰.应用灰色马尔科夫模型预测路面使用性能[J].筑路机械与施工机械化,2017,34(4): 113-117.DOI:10.3969/j.issn.1000-033X.2017.04.018.
[23] 徐玮,徐沪军.应用灰色预测模型精度检验初探[J].数理医药学杂志,1999,12(2):166-167. DOI:10.3969/j.issn.1004-4337.1999.02.042.
[24] 王超.马尔科夫链在桥梁状态预测中的研究与应用[D].北京:北京交通大学,2009.DOI:10.7666/d.y1577517.
[25] 余良坤.线性回归法在水文预测预报中的应用[J].低碳世界,2017(8):45-46.DOI:10.3969/j.issn.2095-2066.2017.08.031
[26] 郑建交.《公路桥梁技术状况评定标准》(JTGT H21-2011)与04版桥涵养护规范的差异与不同[J].中国水运(下半月), 2012, 12(11): 210-211.