服役公路桥梁可靠性评估的若干问题探究
|
摘要
以工程结构可靠性的内涵要点为出发点,从现行国内外评估规范、标准、指南和研究成果的角度,分别对服役公路桥梁可靠性评估体系、耐久性评估、适用性评估、安全性评估的研究和应用现状进行阐述。结合服役公路桥梁结构特点、服役状况和维修养护需求,指出公路桥梁可靠性评估存在的问题和需补充完善的内容。通过对比国内外可靠性评估具体内容的特点和要点,诠释了服役公路桥梁可靠性评估的内涵,提出了具有针对性的服役公路桥梁可靠性评估体系,并补充完善了耐久性评估、适用性评估、安全性评估的具体内容,据此,论述所提可靠性评估体系的先进性和全面性。
Based on the key points of definition on the engineering structure reliability, the research and application status of the reliability evaluation system, the durability evaluation, the serviceability evaluation and the safety evaluation of the existing service Highway bridge were expounded in view of evaluation guide and research results. Considering the characteristics of the actual bridge structure and the service condition and the requirement for maintenance, the problems for above contents and the further improved contents were point out.By comparing the characteristics and the points of the reliability assessment content at home and abroad, the connotation of the reliability evaluation of the service Highway bridge was interpreted, and a specific reliability evaluation system of the service Highway bridge was put forward, and the contents of durability evaluation,applicability evaluation and safety assessment were complemented respectively. At last, the advanced and comprehensiveness of the proposed reliability evaluation system were discussed.
Based on the key points of definition on the engineering structure reliability, the research and application status of the reliability evaluation system, the durability evaluation, the serviceability evaluation and the safety evaluation of the existing service Highway bridge were expounded in view of evaluation guide and research results. Considering the characteristics of the actual bridge structure and the service condition and the requirement for maintenance, the problems for above contents and the further improved contents were point out.By comparing the characteristics and the points of the reliability assessment content at home and abroad, the connotation of the reliability evaluation of the service Highway bridge was interpreted, and a specific reliability evaluation system of the service Highway bridge was put forward, and the contents of durability evaluation,applicability evaluation and safety assessment were complemented respectively. At last, the advanced and comprehensiveness of the proposed reliability evaluation system were discussed.
引文
[1]交通运输部综合规划司.2017年交通运输行业发展统计公报[EB/OL].北京:交通运输部,2018.http://www.gov.cn/xinwen/2018-03/30/content_5278569.htm
[2]JTG H11-2004公路桥涵养护规范[S].北京:人民交通出版社,2004(JTG H11-2004 Code for maintenance of highway bridges and culvers[S].Beijing:People's Transportation Press,2004(in Chinese))
[3]JTG/T H21-2011公路桥梁技术状况评定标准[S].北京:人民交通出版社,2011(JTG/T H21-2011,Standards for technical condition evaluation of highway bridges[S].Beijing:People's Transportation Press,2011(in Chinese))
[4]JTG/T J21-2011公路桥梁承载能力检测评定规程[S].北京:人民交通出版社,2011(JTG/T J21-2011,Specification for inspection and evaluation of load-bearing capacity of highway bridges[S].Beijing:People's Transportation Press,2011(in Chinese))
[5]GB 50153-2008工程结构可靠性设计统一标准[S].北京:北京科文图书业信息技术有限公司,2008(GB50153-2008 Unified standard for reliability design of engineering structures[S].Beijing:Kewen book industry information technology company of Beijing,2008(in Chinese))
[6]ISO.ISO2394 General principles on reliability for structures[S].Switzerland:ISO copyright office,2015
[7]Technical committee B/525 building and civil engineering structures.BS EN1990,Eurocode-Basic of structure design[S].British:Proceedings of ICE,2002
[8]GB 50144-2008工业建筑可靠性鉴定标准[S].北京:中国计划出版社,2009(GB 50144-2008 Standard for appraisal of reliability of industrial building and structures[S].Beijing:Planning press of China,2009(in Chinese))
[9]GB 51056-2014烟囱可靠性鉴定标准[S].北京:中国计划出版社,2014(GB 51056-2014 Standard for appraisal of reliability of chimneys[S].Beijing:Planning press of China,2014(in Chinese))
[10]陈肇元,徐有邻,钱稼茹.土建结构工程的安全性与耐久性[J].建筑技术,2002,33(4):248-253(Chen Zhaoyuan,Xu Youlin,Qian Jiaru.Safety and durability of structural works in civil engineering[J].Architecture technology,2002,33(4):248-253(in Chinese))
[11]American Association of State Highway and Transportation Officials(AASHTO).AASHTO MBEAMD 1-2010,The Manual for Bridge Evaluation[EB/OL],Washington:American Association of State Highway and Transportation Officials 2011.http://www.highwaysafetymanual.org/Pages/FAQs.aspx.
[12]Michel Ghosn,Fred Moses.Redundancy in highway bridge superstructures[R].Washington:American Association of State Highway and Transportation Officials,1998
[13]Liu W D,Neuenhoffer A,Ghosn M et al.Redundancy in highway bridge substructures[R].Washington:Transportation Research Board National Research Council,2001
[14]Starossek U,Haberland M.Evaluating measures of structural robustness[C]//Structures Congress,ASCE,2009:1758-1765
[15]Lind N C.A measure of vulnerability and damage tolerance[J].Reliability Engineering and System Safety,1995,48(1):1-6
[16]高扬.结构鲁棒性定量计算中的构件重要性系数[D].上海:上海交通大学,2008(Gao Yang.Importance coefficients of components in quantitative evaluation of structural robustness[D].Shanghai:Jiaotong university of Shanghai,2008(in Chinese))
[17]Agarwal J,Blockley D I,Woodman N J.Vulnerability of structural systems[J].Structural Safety,2003,25:263-286
[18]黄冀卓,王湛.钢框架结构鲁棒性评估方法[J].土木工程学报,2012,45(9):46-54(Huang Jizhuo,Wang Zhan.An approach for evaluation of the structural robustness of steel frames[J].China Civil Engineering Journal,2012,45(9):46-54(in Chinese))
[19]Wisniewski D,Casas J R,Ghosn M.Load capacity evaluation of existing railway bridges based on robustness quantification[J].Structural Engineering International,2006,16(2):161-166
[20]房凯.桥梁强健性理论及关键构件研究[D].四川:西南交通大学,2015(Fang Kai.Robustness theory of bridge and study of key components[D].Sichuan:Southwest Jiaotong University,2015(in Chinese))
[21]张建仁,王磊.既有钢筋混凝土桥梁构件承载力估算方法[J].中国公路学报,2006,19(2):49-55(Zhang Jian Ren,Wang Lei.Estimated approach to carrying capacity of existing reinforced concrete bridge member[J].China Journal of Highway and Transport,2006,19(2):49-55(in Chinese))
[22]邬晓光,郝际平,苟洁.旧桥承载力模糊贴近度综合评判法[J].长安大学学报:自然科学版,2005,25(3):45-48(Wu Xiaoguang,Hao Jiping,Gou Jie.Load capacity of old bridge with fuzzy nearness comprehensive evaluation method[J].Journal of Chang’an University:Natural Science Edition,2005,25(3):45-48(in Chinese))
[23]钟珞,范剑锋,袁海庆,等.桥梁承载能力状态评估的模糊神经网络推理方法[J].华中科技大学学报:自然科学版,2006,34(3):88-90(Zhong Luo,Fan Jianfeng,Yuan Haiqing et al.Evaluation of bridge load-carrying capacity by fuzzy neural network method[J].Journal of Huazhong University of Science and Technology:Natural Science Edition,2006,34(3):88-90(in Chinese))
[24]李全旺,李春前,孙健康.基于结构可靠性理论的既有桥梁承载能力评估[J].工程力学,2010,27(S2):142-151(Li Quanwang,Li Chunqian,Sun Jiankang.Reliability-based capacity assessment of existing bridges[J].Engineering mechinics,2010,27(S2):142-151(in Chinese))
[25]梁鹏,王秀兰,楼灿洪,等.基于裂缝特征库的混凝土梁桥承载能力快速评定[J].中国公路学报,2014,27(8):32-41,72(Liang Peng,Wang Xiulan,Lou Canhong,et al.Rapid evaluation of load-bearing capacity of concrete beam bridge based on crack feature library[J].China journal of highway and transport,2014,27(8):32-41,72(in Chinese))
[26]贺拴海,宋一凡,赵小星,等.钢筋混凝土梁式结构裂缝特征与损伤评估方法试验研究[J].土木工程学报,2003,36(2):6-9(He Shuanhai,Song Yifan,Zhao Xiaoxing,et al.Experimental study on crack characteristics and damage evaluation for RC beams[J].China civil engineering journal,2003,36(2):6-9(in Chinese))
[27]吴庆,袁迎曙.基于钢筋锈蚀的混凝土梁承载能力退化预计模型[J].中国矿业大学学报,2008,37(4):509-513(Wu Qing,Yuan Yingshu.A model for degeneration in bearing capacity of concrete beams with corroded reinforcing bars[J].Journal of China University of Mining and Technology,2008,37(4):509-513(in Chinese))
[28]秦晓川.预应力混凝土梁在冻融循环后预应力损失及受力性能的试验研究[D].江苏:扬州大学,2011(Qin Xiaochuan.Experimental research on prestress loss and mechanical property of prestressed concrete beam after freeze-thaw cycles[D].Jiangsu:Yangzhou University,2011(in Chinese))
[29]张喜刚,刘高,马军海,等.中国桥梁技术的现状与展望[J].科学通报,2016,61(4/5):415-425
[30]钱冬生.谈谈钢桥的疲劳和断裂[J].桥梁建设,2009(3):12-21(Qian Dongsheng.On fatigue and fracture of steel bridges[J].Bridge Construction,2009(3):12-21(in Chinese))
[31]王春生,陈艾荣,陈惟珍.铆接钢桥剩余寿命与使用安全评估方法[J].同济大学学报:自然科学版,2006,34(3):325-330(Wang Chunshen,Chen Airong,Chen Weizhen.Assessment methods of remaining fatigue life and service safety for riveted steel bridges[J].Journal of Tongji University:Natural Science,2006,34(3):325-330(in Chinese))
[32]张清华,卜一之,李乔.正交异性钢桥面板疲劳问题的研究进展[J].中国公路学报,2017,30(3):14-30,39(Zhang Qinghua,Bu Yizhi,Li Qiao.Review on fatigue problems of orthotropic steel bridge deck[J].China Journal of Highway and Transport,2017,30(3):14-30,39(in Chinese))
[33]雷宏刚,付强,刘晓娟.中国钢结构疲劳研究领域的30年进展[J].建筑结构学报,2010,31(S1):84-91(Lei Honggang,Fu Qiang,Liu Xiaojuan.Research progress of steel structure fatigue in past 30 years in China[J].Journal of Building Structures(S1),2010,31(S1):84-91(in Chinese))
[34]Connor R J,Fisher J W.Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks[J].Journal of Bridge Engineering,2006,11(5):517-525
[35]Ye X W,Ni Y Q,Ko J M.Experimental evaluation of stress concentration factor of welded steel bridge T-joints[J].Journal of Constructional Steel Research,2012,70:78-85
[36]Sonsino C M,Fricke W,De Bruyne F,et al.Notch stress concepts for the fatigue assessment of welded jointsBackground and applications[J].International Journal of Fatigue,2012,34(1):2-16
[37]王春生,陈艾荣,陈惟珍.基于断裂力学的老龄钢桥剩余寿命与使用安全评估[J].中国公路学报,2006,19(2):42-48(Wang Chunsheng,Chen Airong,Chen Weizhen.Assessment of remaining fatigue life and service safety for old steel bridges based on fracture mechanics[J].China Journal of Highway and Transport,2006,19(2):42-48(in Chinese))
[38]黄云.基于损伤力学的正交异性板疲劳裂纹形成寿命研究[D].西南交通大学,2013(Huang Yun.Fatigue crack initiation life prediction of orthotropic steel decks based on damage mechanics[D].Southwest Jiaotong University,2013(in Chinese))
[39]Shifferaw Y,Fanous F S.Field testing and finite element analysis of steel bridge retrofits for distortion-induced fatigue[J].Engineering Structures,2013,49:385-395
[40]王春生,陈惟珍,陈艾荣.铆接钢桥的系统疲劳可靠度评估[J].中国公路学报,2008,21(5):45-49(Wang Chunsheng,Chen Weizhen,Chen Airong.System fatigue reliability assessment of riveted steel bridges[J].China Journal of Highway and Transport,2008,21(5):45-49(in Chinese))
[41]Leander J.Reliability evaluation of the Eurocode model for fatigue assessment of steel bridges[J].Journal of Constructional Steel Research,2018:1-8
[42]袁万城,崔飞,张启伟.桥梁健康监测与状态评估的研究现状与发展[J].同济大学学报:自然科学版,1999,27(2):59-63(Yuan Wancheng,Cui Fei,Zhang Qiwei.Current research and development of structural health monitoring and condition assessment for bridges[J].Journal of Tongji University:Natural Science,1999,27(2):59-63(in Chinese))
[43]李惠,周文松,欧进萍,等.大型桥梁结构智能健康监测系统集成技术研究[J].土木工程学报,2006,39(2):46-52(Li Hui,Zhou Wensong,Ou Jinping,et al.A study on system Integration Technology of Intelligent monitoring systems for soundness of long span bridge[J].China Civil Engineering Journal,2006,39(2):46-52(in Chinese))
[44]周建庭,蓝章礼,梁宗保.大型桥梁安全监测评估新技术探索与实践[J].重庆交通大学学报:自然科学版,2016,35(S1):61-71(Zhou Jianting,Lan Zhangli,Liang Zongbao.Exploration and practice of new technology for safety monitoring and evaluation of large bridges[J].Journal of Chongqing Jiaotong University:Natural Science,2016,35(S1):61-71(in Chinese))
[45]廖威.基于健康监测系统的桥梁结构承载能力评估关键问题研究[D].广州:华南理工大学,2016(Liao Wei.A study on key issues of bearing capacity evaluation for bridge structures based on health monitoring systems[D].Guangzhou:South China University of Technology,2016(in Chinese))
[46]周建庭,向毓志,郝袆,等.在役大跨径桥梁基于远程监测的可靠性评价[J].重庆交通大学学报:自然科学版,2007,26(4):32-35(Zhou Jianting,Xiang Yuzhi,Hao Pao,et al.Reliability evaluation of in-service long-span bridges based on remote monitoring theory[J].Journal of Chongqing Jiaotong University:Natural Science,2007,26(4):32-35(in Chinese))
[47]Jianting Z,Xiaogang L,Runchuan X,et al.Health monitoring and evaluation of long-span bridges based on sensing and data analysis:a survey[J].Sensors,2017,17:1-16
[48]刘璐,周建庭,陈晓明.基于内力包络理论桥梁远程健康监测安全评价[J].重庆交通大学学报:自然科学版,2009,28(4):673-675,688(Liu Lu,Zhou Jiantang,Chen Xiaoming.Safety evaluation of long-range monitoring of bridge health based on internal force envelope theory[J].Journal of Chongqing Jiaotong University:Natural Science,2009,28(4):673-675,688(in Chinese))
[49]Zhou G D,Yi T H.A summary review of correlations between temperatures and vibration properties of long-span bridges[J].Mathematical Problems in Engineering,2014,2014:1-19
[50]Ou J P,Li H.Structural health monitoring in mainland China:Review and future trends[J].Structural Health Monitoring,2010,9:219-231
[51]李爱群,丁幼亮,王浩,等.桥梁健康监测海量数据分析与评估-“结构健康监测”研究进展[J].中国科学:技术科学,2012,42(8):972-984
[52]朱元博.基于路线线形的AHP-模糊综合法桥梁安全性评价[D].陕西:长安大学,2014(Zhua Yuanbo.Study on safety evaluation of bridges based on AHP-Fuzzy model and alignment[D].Shanxi:Changan University,2014(in Chinese))
[53]Baker C J.A simplified analysis of various types of wind-induced road vehicle accidents[J].Journal of Wind Engineering and Industrial Aerodynamics,1986,22(1):69-85
[54]邓露,阎王晨,朱全军.路桥过渡段容许台阶高度的确定[J].湖南大学学报:自然科学版,2015,42(3):100-105(Deng lu,Yan Wangchen,Zhu Quanjun.Determination of allowable differential settlement between the bridge and the approach embankment[J].Journal of Hunan university:Natural Science,2015,42(3):100-105(in Chinese))
[55]陈艾荣,王达磊,庞加斌.跨海长桥风致行车安全研究[J].桥梁建设,2006(3):1-4(Chen Airong,Wang Dalei,Pang Jiabin.Study of wind related riding safety on long sea crossing bridge[J].bridge construction,2006(3):1-4(in Chinese))
[56]American Association of State Highway and Transportation Officials.Guide manual for condition evaluation and load and resistance highway bridges[EB/OL].Washington:American Association of State Highway and Transportation Officials,2003.http://www.doc88.com/p-3897634908573.html
[57]Ryan T W,Mann J E,Chill Z M.Bridge inspector's reference manual[M].Virginia:Federal Highway Administration,2002
[58]Deutsches Institute Normung.DIN 1076,Highway structures-testing and inspection[M].Sweden:Deutsches Institut fur Normung E.V.(DIN),1999
[59]Department for Transport,England BD21/01,The assessment of highway bridges and structures[S].South Ruislip,Middlesex:Highways and Traffic Directorate,2001
[60]刘自明.桥梁工程检测手册[M].北京:人民交通出版社,2010(Liu Ziming.Manual of engineering testing and inspections of bridge[M].Beijing:people transportation press,2010(in Chinese))
[61]Chen Wai-Fah,Duan Lian.Bridge engineering handbook:construction and maintenance[M].2nd edition.Boca Raton:CRC Press,2014
[62]Transportation Research Board National Research Council.Highway capacity manual[M].Washington D.C:Transportation Research Board,2010
[63]JTG B01-2014公路工程技术标准[S].北京:人民交通出版社,2014(JTG B01-2014 Technical standard of highway engineering[S].Beijing:people transportation press,2014(in Chinese))
[64]GB 50139-2014内河通航标准[S].北京:中国计划出版社,2015(GB 50139-2014 The standards of inland waterway navigation[S].Beijing:Planning press of China,2015(in Chinese))
[65]Federal Highway Administration.FHWA-NHI-03-001,FHWA Bridge inspector’s reference manual[EB/OL].Washington:Federal Highway Administration,2006.https://www.fhwa.dot.gov/
[66]Kawamura K,Miyamoto A.Condition state evaluation of existing reinforced concrete bridges using neuro-fuzzy hybrid system[J].Computers&Structures,2003,81(18/19):1931-1940
[67]张玲玲,马建勋.服役结构可靠性的模糊综合评判方法及其应用[J].土木工程学报,2001,34(5):20-23(Zhang Lingling,Ma Jianxun.The reliability of existing building by fuzzy integrated evaluation[J].China Civil Engineering Journal,2001,34(5):20-23(in Chinese))
[68]韩大建,杨炳尧,颜全胜.用人工神经网络方法评估桥梁缺损状况[J].华南理工大学学报:自然科学版,2004,32(9):72-75(Han Dajian,Yang Bingyao,Yan Quansheng.An artificial neural network method to evaluation bridge damage conditions[J].Journal of South China University of Technology:Natural Science Edition,2004,32(9):72-75(in Chinese))
[69]向木生,陈健,刘瑞.基于BP神经网络的桥梁技术状态评估[J].交通科技,2011(5):41-44(Xiang Musheng,Chen Jian,Liu Rui.Assessment of the bridge technical state based on the BP neural network[J].Transportation Science and Technology,2011(5):41-44(in Chinese))
[70]应静华,肖英杰.桥梁通航孔船舶通行能力研究[J].中国航海,2007(2):48-51(Ying Jinghua,Xiao Yingjie.A study of ship-transit-capacity of navigable bridge-opening[J].Navigation of China,2007(2):48-51(in Chinese))
[71]梁锡.内河大桥水域通航环境安全评价方法的研究[D].辽宁:大连海事大学,2011(Liang Xi.Research on the safety assessment of navigation situation near the bridge waters[D].Liaoning:Dalian Maritime University,2011(in Chinese))
[72]吴长奎.山区滚石对桥墩撞击力和防护措施的研究[D].西安:长安大学,2013(Wu Changkui.Impact force and prevention research of mountain rolling Stone-bridge pier[D].Xian,Changan University,2013(in Chinese))
[73]何思明,庄卫林,张雄.都汶公路彻底关大桥桥墩抗滚石冲击防护研究[J].岩石力学与工程学报,2013(S2):3421-3427(He Siming,Zhuang Weilin,Zhang Xiong.Research on rockfall impact prevention of chediguan bridge pier,duwen road[J].Chinese journal of rock mechanics and engineering,2013(S2):3421-3427(in Chinese))
[74]王林峰,唐红梅,陈洪凯.泥石流区桥墩毁损机制与控制研究[J].防灾减灾工程学报,2012,32(3):353-358(Wang Linfeng,Tang Hongmei,Chen Hongkai.Study on damage mechanism and control of pier in debris flow area[J].Journal of Disaster Prevention and Mitigation Engineering,2012,32(3):353-358(in Chinese))
[75]邵鹏.洪水作用下简支箱型梁桥结构安全性研究[D].重庆:重庆大学,2015(Shao Peng.Study on safety of simply supported box girder bridge structure under the action of flood[D].Chongqing:Chongqing University,2015(in Chinese))
[76]金伟良,钟小平.结构全寿命的耐久性与安全性、适用性的关系[J].建筑结构学报,2009,30(6):1-7(Jin Weiliang,Zhong Xiaoping.Relationship of structural durability with structural safety and serviceability in whole life-cycle[J].Journal of building structures,2009,30(6):1-7(in Chinese))
[77]姚继涛.既有结构可靠性理论及应用[M].北京:科学出版社,2008(Yao Jitao.Theory of existing structural reliability with applications[M].Beijing:Science Press,2008(in Chinese))
[78]GB/T 50476-2008混凝土结构耐久性设计规范[S].北京:中国计划出版社,2009(GB/T 50476-2008Code for durability design of concrete structures[S].Beijing:Planning press of China,2009(in Chinese))
[79]TB 10005-2010 J1167-2011铁路混凝土结构耐久性设计规范[S].北京:中国铁道出版社,2011(TB10005-2010 J1167-2011,code for durability design on concrete structure of railway[S].Beijing:china railway press,2011(in Chinese))
[80]DL/T 5241-2010水工混凝土耐久性技术规范[S].北京:中国电力出版社,2010(DL/T 5241-2010Technical specifications for durability of hydraulic concrete[S].Beijing:China Electric Power Press,2010(in Chinese))
[81]CECS 220:2007混凝土结构耐久性评定标准[S].北京:中国建筑工业出版社,2007(CECS 220:2007Standard for durability assessment of concrete structures[S].Beijing:China Architecture industry Press,2007(in Chinese))
[82]日本土木学会.混凝土结构耐久性设计指南及算例[M].向上,译.北京:中国建筑工业出版社,2010
[83]ACI Committee.Guide to durable concrete[M].USA:American concrete institute,2001
[84]GB/T 1766-2008色漆和清漆涂层老化的评级方法[S].北京:中国标准出版社,2008(GB/T 1766-2008Paints and varnishes-Rating schemes of degradation of coats[S].Beijing:Standards Press of China,2008(in Chinese))
[85]ISO 4628-3:2016 Paints and varnishes--Evaluation of degradation of coatings--Designation of quantity and size of defects,and of intensity of uniform changes in appearance--Part 3:Assessment of degree of rusting[S].Switzerland:International Standards Organization 2016
[86]American Society for Testing Materials.ASTMD610-08(2019)Standard practice for evaluating degree of rusting on painted steel surfaces[S].USA:ASTMpress,2019
[87]牛荻涛.混凝土结构耐久性与寿命预测[M].北京:科学出版社,2003(Niu Ditao.Durability and life forecast of reinforced concrete structures[M].Beijing:Science Press,2003(in Chinese))
[88]史波,赵国藩.基于可靠度的锈蚀钢筋混凝土结构使用寿命预测[J].大连理工大学学报,2007,47(1):61-67(Shi Bo,Zhao Guofan.Reliability-based service life prediction of steel-corroded concrete structures[J].Journal of Dalian university of technology,2007,47(1):61-67(in Chinese))
[89]金伟良,吕清芳,赵羽习,等.混凝土结构耐久性设计方法与寿命预测研究进展[J].建筑结构学报,2007,28(1):7-13(Jin Weiliang,Lv Qingfang,Zhao Yuxi,et al.Research progress on the durability design and life prediction of concrete structures[J].Journal of building structures,2007,28(1):7-13(in Chinese))
[90]交通运输部公路科学研究所.桥梁耐久性关键技术研究[R].北京:交通运输部公路科学研究所,2013(Research institute of highway ministry of transport.Research on key techniques of bridge durability[R].Beijing:Research institute of highway ministry of transport,2013(in Chinese))
[91]朱平华,金伟良,倪国荣.在役混凝土桥梁结构耐久性评估方法[J].浙江大学学报:工学版,2006,40(4):658-666(Zhu Pinghua,Jin Weiliang,Ni Guorong.Method for evaluating durability of existing concrete bridges structures[J].Journal of Zhejiang University:Engineering Science,2006,40(4):658-666(in Chinese))
[92]任宝双.在用钢筋混凝土简支梁桥结构综合评估方法的研究[D].北京:清华大学,1999(Ren Baoshuang.Synthesized evaluation method for existing simple supported beam type RC bridge structures[D].Beijing:Tsinghua university,1999(in Chinese))
[93]赵涛.在役预应力混凝土桥梁耐久性评价[D].陕西:长安大学,2008(Zhao Tao.Durability evaluation of existing prestressed concrete bridges[D].Shanxi:Changan university,2008(in Chinese))
[94]牛荻涛,元成方,王春芬,等.基于耐久性检测的钢筋混凝土铁路桥碳化寿命预测[J].西安建筑科技大学学报:自然科学版,2011,43(2):160-165(Niu Ditao,Yuan Chengfang,Wang Chunfen,et al.Carbonation service life prediction of reinforced concrete railway bridge based on durability test[J].Journal of xi’an university of architecture and technology(natural science),2011,43(2):160-165(in Chinese))
[95]张伟,王世清,李爱东,等.BP人工神经网络在混凝土耐久性评价上的应用[J].混凝土,2007(4):8-10(Zhang Wei,Wang Shiqing,Li Aidong,et al.Application of artificial neural network in estimation to concrete durability[J].Concrete,2007(4):8-10(in Chinese))
[96]JTG/T B07-01-2006公路工程混凝土结构防腐蚀技术规范[S].北京:人民交通出版社,2006(JTG/TB07-01-2006 Specification for deterioration prevention of highway concrete structures[S].Beijing:people transport press,2006(in Chinese))
[2]JTG H11-2004公路桥涵养护规范[S].北京:人民交通出版社,2004(JTG H11-2004 Code for maintenance of highway bridges and culvers[S].Beijing:People's Transportation Press,2004(in Chinese))
[3]JTG/T H21-2011公路桥梁技术状况评定标准[S].北京:人民交通出版社,2011(JTG/T H21-2011,Standards for technical condition evaluation of highway bridges[S].Beijing:People's Transportation Press,2011(in Chinese))
[4]JTG/T J21-2011公路桥梁承载能力检测评定规程[S].北京:人民交通出版社,2011(JTG/T J21-2011,Specification for inspection and evaluation of load-bearing capacity of highway bridges[S].Beijing:People's Transportation Press,2011(in Chinese))
[5]GB 50153-2008工程结构可靠性设计统一标准[S].北京:北京科文图书业信息技术有限公司,2008(GB50153-2008 Unified standard for reliability design of engineering structures[S].Beijing:Kewen book industry information technology company of Beijing,2008(in Chinese))
[6]ISO.ISO2394 General principles on reliability for structures[S].Switzerland:ISO copyright office,2015
[7]Technical committee B/525 building and civil engineering structures.BS EN1990,Eurocode-Basic of structure design[S].British:Proceedings of ICE,2002
[8]GB 50144-2008工业建筑可靠性鉴定标准[S].北京:中国计划出版社,2009(GB 50144-2008 Standard for appraisal of reliability of industrial building and structures[S].Beijing:Planning press of China,2009(in Chinese))
[9]GB 51056-2014烟囱可靠性鉴定标准[S].北京:中国计划出版社,2014(GB 51056-2014 Standard for appraisal of reliability of chimneys[S].Beijing:Planning press of China,2014(in Chinese))
[10]陈肇元,徐有邻,钱稼茹.土建结构工程的安全性与耐久性[J].建筑技术,2002,33(4):248-253(Chen Zhaoyuan,Xu Youlin,Qian Jiaru.Safety and durability of structural works in civil engineering[J].Architecture technology,2002,33(4):248-253(in Chinese))
[11]American Association of State Highway and Transportation Officials(AASHTO).AASHTO MBEAMD 1-2010,The Manual for Bridge Evaluation[EB/OL],Washington:American Association of State Highway and Transportation Officials 2011.http://www.highwaysafetymanual.org/Pages/FAQs.aspx.
[12]Michel Ghosn,Fred Moses.Redundancy in highway bridge superstructures[R].Washington:American Association of State Highway and Transportation Officials,1998
[13]Liu W D,Neuenhoffer A,Ghosn M et al.Redundancy in highway bridge substructures[R].Washington:Transportation Research Board National Research Council,2001
[14]Starossek U,Haberland M.Evaluating measures of structural robustness[C]//Structures Congress,ASCE,2009:1758-1765
[15]Lind N C.A measure of vulnerability and damage tolerance[J].Reliability Engineering and System Safety,1995,48(1):1-6
[16]高扬.结构鲁棒性定量计算中的构件重要性系数[D].上海:上海交通大学,2008(Gao Yang.Importance coefficients of components in quantitative evaluation of structural robustness[D].Shanghai:Jiaotong university of Shanghai,2008(in Chinese))
[17]Agarwal J,Blockley D I,Woodman N J.Vulnerability of structural systems[J].Structural Safety,2003,25:263-286
[18]黄冀卓,王湛.钢框架结构鲁棒性评估方法[J].土木工程学报,2012,45(9):46-54(Huang Jizhuo,Wang Zhan.An approach for evaluation of the structural robustness of steel frames[J].China Civil Engineering Journal,2012,45(9):46-54(in Chinese))
[19]Wisniewski D,Casas J R,Ghosn M.Load capacity evaluation of existing railway bridges based on robustness quantification[J].Structural Engineering International,2006,16(2):161-166
[20]房凯.桥梁强健性理论及关键构件研究[D].四川:西南交通大学,2015(Fang Kai.Robustness theory of bridge and study of key components[D].Sichuan:Southwest Jiaotong University,2015(in Chinese))
[21]张建仁,王磊.既有钢筋混凝土桥梁构件承载力估算方法[J].中国公路学报,2006,19(2):49-55(Zhang Jian Ren,Wang Lei.Estimated approach to carrying capacity of existing reinforced concrete bridge member[J].China Journal of Highway and Transport,2006,19(2):49-55(in Chinese))
[22]邬晓光,郝际平,苟洁.旧桥承载力模糊贴近度综合评判法[J].长安大学学报:自然科学版,2005,25(3):45-48(Wu Xiaoguang,Hao Jiping,Gou Jie.Load capacity of old bridge with fuzzy nearness comprehensive evaluation method[J].Journal of Chang’an University:Natural Science Edition,2005,25(3):45-48(in Chinese))
[23]钟珞,范剑锋,袁海庆,等.桥梁承载能力状态评估的模糊神经网络推理方法[J].华中科技大学学报:自然科学版,2006,34(3):88-90(Zhong Luo,Fan Jianfeng,Yuan Haiqing et al.Evaluation of bridge load-carrying capacity by fuzzy neural network method[J].Journal of Huazhong University of Science and Technology:Natural Science Edition,2006,34(3):88-90(in Chinese))
[24]李全旺,李春前,孙健康.基于结构可靠性理论的既有桥梁承载能力评估[J].工程力学,2010,27(S2):142-151(Li Quanwang,Li Chunqian,Sun Jiankang.Reliability-based capacity assessment of existing bridges[J].Engineering mechinics,2010,27(S2):142-151(in Chinese))
[25]梁鹏,王秀兰,楼灿洪,等.基于裂缝特征库的混凝土梁桥承载能力快速评定[J].中国公路学报,2014,27(8):32-41,72(Liang Peng,Wang Xiulan,Lou Canhong,et al.Rapid evaluation of load-bearing capacity of concrete beam bridge based on crack feature library[J].China journal of highway and transport,2014,27(8):32-41,72(in Chinese))
[26]贺拴海,宋一凡,赵小星,等.钢筋混凝土梁式结构裂缝特征与损伤评估方法试验研究[J].土木工程学报,2003,36(2):6-9(He Shuanhai,Song Yifan,Zhao Xiaoxing,et al.Experimental study on crack characteristics and damage evaluation for RC beams[J].China civil engineering journal,2003,36(2):6-9(in Chinese))
[27]吴庆,袁迎曙.基于钢筋锈蚀的混凝土梁承载能力退化预计模型[J].中国矿业大学学报,2008,37(4):509-513(Wu Qing,Yuan Yingshu.A model for degeneration in bearing capacity of concrete beams with corroded reinforcing bars[J].Journal of China University of Mining and Technology,2008,37(4):509-513(in Chinese))
[28]秦晓川.预应力混凝土梁在冻融循环后预应力损失及受力性能的试验研究[D].江苏:扬州大学,2011(Qin Xiaochuan.Experimental research on prestress loss and mechanical property of prestressed concrete beam after freeze-thaw cycles[D].Jiangsu:Yangzhou University,2011(in Chinese))
[29]张喜刚,刘高,马军海,等.中国桥梁技术的现状与展望[J].科学通报,2016,61(4/5):415-425
[30]钱冬生.谈谈钢桥的疲劳和断裂[J].桥梁建设,2009(3):12-21(Qian Dongsheng.On fatigue and fracture of steel bridges[J].Bridge Construction,2009(3):12-21(in Chinese))
[31]王春生,陈艾荣,陈惟珍.铆接钢桥剩余寿命与使用安全评估方法[J].同济大学学报:自然科学版,2006,34(3):325-330(Wang Chunshen,Chen Airong,Chen Weizhen.Assessment methods of remaining fatigue life and service safety for riveted steel bridges[J].Journal of Tongji University:Natural Science,2006,34(3):325-330(in Chinese))
[32]张清华,卜一之,李乔.正交异性钢桥面板疲劳问题的研究进展[J].中国公路学报,2017,30(3):14-30,39(Zhang Qinghua,Bu Yizhi,Li Qiao.Review on fatigue problems of orthotropic steel bridge deck[J].China Journal of Highway and Transport,2017,30(3):14-30,39(in Chinese))
[33]雷宏刚,付强,刘晓娟.中国钢结构疲劳研究领域的30年进展[J].建筑结构学报,2010,31(S1):84-91(Lei Honggang,Fu Qiang,Liu Xiaojuan.Research progress of steel structure fatigue in past 30 years in China[J].Journal of Building Structures(S1),2010,31(S1):84-91(in Chinese))
[34]Connor R J,Fisher J W.Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks[J].Journal of Bridge Engineering,2006,11(5):517-525
[35]Ye X W,Ni Y Q,Ko J M.Experimental evaluation of stress concentration factor of welded steel bridge T-joints[J].Journal of Constructional Steel Research,2012,70:78-85
[36]Sonsino C M,Fricke W,De Bruyne F,et al.Notch stress concepts for the fatigue assessment of welded jointsBackground and applications[J].International Journal of Fatigue,2012,34(1):2-16
[37]王春生,陈艾荣,陈惟珍.基于断裂力学的老龄钢桥剩余寿命与使用安全评估[J].中国公路学报,2006,19(2):42-48(Wang Chunsheng,Chen Airong,Chen Weizhen.Assessment of remaining fatigue life and service safety for old steel bridges based on fracture mechanics[J].China Journal of Highway and Transport,2006,19(2):42-48(in Chinese))
[38]黄云.基于损伤力学的正交异性板疲劳裂纹形成寿命研究[D].西南交通大学,2013(Huang Yun.Fatigue crack initiation life prediction of orthotropic steel decks based on damage mechanics[D].Southwest Jiaotong University,2013(in Chinese))
[39]Shifferaw Y,Fanous F S.Field testing and finite element analysis of steel bridge retrofits for distortion-induced fatigue[J].Engineering Structures,2013,49:385-395
[40]王春生,陈惟珍,陈艾荣.铆接钢桥的系统疲劳可靠度评估[J].中国公路学报,2008,21(5):45-49(Wang Chunsheng,Chen Weizhen,Chen Airong.System fatigue reliability assessment of riveted steel bridges[J].China Journal of Highway and Transport,2008,21(5):45-49(in Chinese))
[41]Leander J.Reliability evaluation of the Eurocode model for fatigue assessment of steel bridges[J].Journal of Constructional Steel Research,2018:1-8
[42]袁万城,崔飞,张启伟.桥梁健康监测与状态评估的研究现状与发展[J].同济大学学报:自然科学版,1999,27(2):59-63(Yuan Wancheng,Cui Fei,Zhang Qiwei.Current research and development of structural health monitoring and condition assessment for bridges[J].Journal of Tongji University:Natural Science,1999,27(2):59-63(in Chinese))
[43]李惠,周文松,欧进萍,等.大型桥梁结构智能健康监测系统集成技术研究[J].土木工程学报,2006,39(2):46-52(Li Hui,Zhou Wensong,Ou Jinping,et al.A study on system Integration Technology of Intelligent monitoring systems for soundness of long span bridge[J].China Civil Engineering Journal,2006,39(2):46-52(in Chinese))
[44]周建庭,蓝章礼,梁宗保.大型桥梁安全监测评估新技术探索与实践[J].重庆交通大学学报:自然科学版,2016,35(S1):61-71(Zhou Jianting,Lan Zhangli,Liang Zongbao.Exploration and practice of new technology for safety monitoring and evaluation of large bridges[J].Journal of Chongqing Jiaotong University:Natural Science,2016,35(S1):61-71(in Chinese))
[45]廖威.基于健康监测系统的桥梁结构承载能力评估关键问题研究[D].广州:华南理工大学,2016(Liao Wei.A study on key issues of bearing capacity evaluation for bridge structures based on health monitoring systems[D].Guangzhou:South China University of Technology,2016(in Chinese))
[46]周建庭,向毓志,郝袆,等.在役大跨径桥梁基于远程监测的可靠性评价[J].重庆交通大学学报:自然科学版,2007,26(4):32-35(Zhou Jianting,Xiang Yuzhi,Hao Pao,et al.Reliability evaluation of in-service long-span bridges based on remote monitoring theory[J].Journal of Chongqing Jiaotong University:Natural Science,2007,26(4):32-35(in Chinese))
[47]Jianting Z,Xiaogang L,Runchuan X,et al.Health monitoring and evaluation of long-span bridges based on sensing and data analysis:a survey[J].Sensors,2017,17:1-16
[48]刘璐,周建庭,陈晓明.基于内力包络理论桥梁远程健康监测安全评价[J].重庆交通大学学报:自然科学版,2009,28(4):673-675,688(Liu Lu,Zhou Jiantang,Chen Xiaoming.Safety evaluation of long-range monitoring of bridge health based on internal force envelope theory[J].Journal of Chongqing Jiaotong University:Natural Science,2009,28(4):673-675,688(in Chinese))
[49]Zhou G D,Yi T H.A summary review of correlations between temperatures and vibration properties of long-span bridges[J].Mathematical Problems in Engineering,2014,2014:1-19
[50]Ou J P,Li H.Structural health monitoring in mainland China:Review and future trends[J].Structural Health Monitoring,2010,9:219-231
[51]李爱群,丁幼亮,王浩,等.桥梁健康监测海量数据分析与评估-“结构健康监测”研究进展[J].中国科学:技术科学,2012,42(8):972-984
[52]朱元博.基于路线线形的AHP-模糊综合法桥梁安全性评价[D].陕西:长安大学,2014(Zhua Yuanbo.Study on safety evaluation of bridges based on AHP-Fuzzy model and alignment[D].Shanxi:Changan University,2014(in Chinese))
[53]Baker C J.A simplified analysis of various types of wind-induced road vehicle accidents[J].Journal of Wind Engineering and Industrial Aerodynamics,1986,22(1):69-85
[54]邓露,阎王晨,朱全军.路桥过渡段容许台阶高度的确定[J].湖南大学学报:自然科学版,2015,42(3):100-105(Deng lu,Yan Wangchen,Zhu Quanjun.Determination of allowable differential settlement between the bridge and the approach embankment[J].Journal of Hunan university:Natural Science,2015,42(3):100-105(in Chinese))
[55]陈艾荣,王达磊,庞加斌.跨海长桥风致行车安全研究[J].桥梁建设,2006(3):1-4(Chen Airong,Wang Dalei,Pang Jiabin.Study of wind related riding safety on long sea crossing bridge[J].bridge construction,2006(3):1-4(in Chinese))
[56]American Association of State Highway and Transportation Officials.Guide manual for condition evaluation and load and resistance highway bridges[EB/OL].Washington:American Association of State Highway and Transportation Officials,2003.http://www.doc88.com/p-3897634908573.html
[57]Ryan T W,Mann J E,Chill Z M.Bridge inspector's reference manual[M].Virginia:Federal Highway Administration,2002
[58]Deutsches Institute Normung.DIN 1076,Highway structures-testing and inspection[M].Sweden:Deutsches Institut fur Normung E.V.(DIN),1999
[59]Department for Transport,England BD21/01,The assessment of highway bridges and structures[S].South Ruislip,Middlesex:Highways and Traffic Directorate,2001
[60]刘自明.桥梁工程检测手册[M].北京:人民交通出版社,2010(Liu Ziming.Manual of engineering testing and inspections of bridge[M].Beijing:people transportation press,2010(in Chinese))
[61]Chen Wai-Fah,Duan Lian.Bridge engineering handbook:construction and maintenance[M].2nd edition.Boca Raton:CRC Press,2014
[62]Transportation Research Board National Research Council.Highway capacity manual[M].Washington D.C:Transportation Research Board,2010
[63]JTG B01-2014公路工程技术标准[S].北京:人民交通出版社,2014(JTG B01-2014 Technical standard of highway engineering[S].Beijing:people transportation press,2014(in Chinese))
[64]GB 50139-2014内河通航标准[S].北京:中国计划出版社,2015(GB 50139-2014 The standards of inland waterway navigation[S].Beijing:Planning press of China,2015(in Chinese))
[65]Federal Highway Administration.FHWA-NHI-03-001,FHWA Bridge inspector’s reference manual[EB/OL].Washington:Federal Highway Administration,2006.https://www.fhwa.dot.gov/
[66]Kawamura K,Miyamoto A.Condition state evaluation of existing reinforced concrete bridges using neuro-fuzzy hybrid system[J].Computers&Structures,2003,81(18/19):1931-1940
[67]张玲玲,马建勋.服役结构可靠性的模糊综合评判方法及其应用[J].土木工程学报,2001,34(5):20-23(Zhang Lingling,Ma Jianxun.The reliability of existing building by fuzzy integrated evaluation[J].China Civil Engineering Journal,2001,34(5):20-23(in Chinese))
[68]韩大建,杨炳尧,颜全胜.用人工神经网络方法评估桥梁缺损状况[J].华南理工大学学报:自然科学版,2004,32(9):72-75(Han Dajian,Yang Bingyao,Yan Quansheng.An artificial neural network method to evaluation bridge damage conditions[J].Journal of South China University of Technology:Natural Science Edition,2004,32(9):72-75(in Chinese))
[69]向木生,陈健,刘瑞.基于BP神经网络的桥梁技术状态评估[J].交通科技,2011(5):41-44(Xiang Musheng,Chen Jian,Liu Rui.Assessment of the bridge technical state based on the BP neural network[J].Transportation Science and Technology,2011(5):41-44(in Chinese))
[70]应静华,肖英杰.桥梁通航孔船舶通行能力研究[J].中国航海,2007(2):48-51(Ying Jinghua,Xiao Yingjie.A study of ship-transit-capacity of navigable bridge-opening[J].Navigation of China,2007(2):48-51(in Chinese))
[71]梁锡.内河大桥水域通航环境安全评价方法的研究[D].辽宁:大连海事大学,2011(Liang Xi.Research on the safety assessment of navigation situation near the bridge waters[D].Liaoning:Dalian Maritime University,2011(in Chinese))
[72]吴长奎.山区滚石对桥墩撞击力和防护措施的研究[D].西安:长安大学,2013(Wu Changkui.Impact force and prevention research of mountain rolling Stone-bridge pier[D].Xian,Changan University,2013(in Chinese))
[73]何思明,庄卫林,张雄.都汶公路彻底关大桥桥墩抗滚石冲击防护研究[J].岩石力学与工程学报,2013(S2):3421-3427(He Siming,Zhuang Weilin,Zhang Xiong.Research on rockfall impact prevention of chediguan bridge pier,duwen road[J].Chinese journal of rock mechanics and engineering,2013(S2):3421-3427(in Chinese))
[74]王林峰,唐红梅,陈洪凯.泥石流区桥墩毁损机制与控制研究[J].防灾减灾工程学报,2012,32(3):353-358(Wang Linfeng,Tang Hongmei,Chen Hongkai.Study on damage mechanism and control of pier in debris flow area[J].Journal of Disaster Prevention and Mitigation Engineering,2012,32(3):353-358(in Chinese))
[75]邵鹏.洪水作用下简支箱型梁桥结构安全性研究[D].重庆:重庆大学,2015(Shao Peng.Study on safety of simply supported box girder bridge structure under the action of flood[D].Chongqing:Chongqing University,2015(in Chinese))
[76]金伟良,钟小平.结构全寿命的耐久性与安全性、适用性的关系[J].建筑结构学报,2009,30(6):1-7(Jin Weiliang,Zhong Xiaoping.Relationship of structural durability with structural safety and serviceability in whole life-cycle[J].Journal of building structures,2009,30(6):1-7(in Chinese))
[77]姚继涛.既有结构可靠性理论及应用[M].北京:科学出版社,2008(Yao Jitao.Theory of existing structural reliability with applications[M].Beijing:Science Press,2008(in Chinese))
[78]GB/T 50476-2008混凝土结构耐久性设计规范[S].北京:中国计划出版社,2009(GB/T 50476-2008Code for durability design of concrete structures[S].Beijing:Planning press of China,2009(in Chinese))
[79]TB 10005-2010 J1167-2011铁路混凝土结构耐久性设计规范[S].北京:中国铁道出版社,2011(TB10005-2010 J1167-2011,code for durability design on concrete structure of railway[S].Beijing:china railway press,2011(in Chinese))
[80]DL/T 5241-2010水工混凝土耐久性技术规范[S].北京:中国电力出版社,2010(DL/T 5241-2010Technical specifications for durability of hydraulic concrete[S].Beijing:China Electric Power Press,2010(in Chinese))
[81]CECS 220:2007混凝土结构耐久性评定标准[S].北京:中国建筑工业出版社,2007(CECS 220:2007Standard for durability assessment of concrete structures[S].Beijing:China Architecture industry Press,2007(in Chinese))
[82]日本土木学会.混凝土结构耐久性设计指南及算例[M].向上,译.北京:中国建筑工业出版社,2010
[83]ACI Committee.Guide to durable concrete[M].USA:American concrete institute,2001
[84]GB/T 1766-2008色漆和清漆涂层老化的评级方法[S].北京:中国标准出版社,2008(GB/T 1766-2008Paints and varnishes-Rating schemes of degradation of coats[S].Beijing:Standards Press of China,2008(in Chinese))
[85]ISO 4628-3:2016 Paints and varnishes--Evaluation of degradation of coatings--Designation of quantity and size of defects,and of intensity of uniform changes in appearance--Part 3:Assessment of degree of rusting[S].Switzerland:International Standards Organization 2016
[86]American Society for Testing Materials.ASTMD610-08(2019)Standard practice for evaluating degree of rusting on painted steel surfaces[S].USA:ASTMpress,2019
[87]牛荻涛.混凝土结构耐久性与寿命预测[M].北京:科学出版社,2003(Niu Ditao.Durability and life forecast of reinforced concrete structures[M].Beijing:Science Press,2003(in Chinese))
[88]史波,赵国藩.基于可靠度的锈蚀钢筋混凝土结构使用寿命预测[J].大连理工大学学报,2007,47(1):61-67(Shi Bo,Zhao Guofan.Reliability-based service life prediction of steel-corroded concrete structures[J].Journal of Dalian university of technology,2007,47(1):61-67(in Chinese))
[89]金伟良,吕清芳,赵羽习,等.混凝土结构耐久性设计方法与寿命预测研究进展[J].建筑结构学报,2007,28(1):7-13(Jin Weiliang,Lv Qingfang,Zhao Yuxi,et al.Research progress on the durability design and life prediction of concrete structures[J].Journal of building structures,2007,28(1):7-13(in Chinese))
[90]交通运输部公路科学研究所.桥梁耐久性关键技术研究[R].北京:交通运输部公路科学研究所,2013(Research institute of highway ministry of transport.Research on key techniques of bridge durability[R].Beijing:Research institute of highway ministry of transport,2013(in Chinese))
[91]朱平华,金伟良,倪国荣.在役混凝土桥梁结构耐久性评估方法[J].浙江大学学报:工学版,2006,40(4):658-666(Zhu Pinghua,Jin Weiliang,Ni Guorong.Method for evaluating durability of existing concrete bridges structures[J].Journal of Zhejiang University:Engineering Science,2006,40(4):658-666(in Chinese))
[92]任宝双.在用钢筋混凝土简支梁桥结构综合评估方法的研究[D].北京:清华大学,1999(Ren Baoshuang.Synthesized evaluation method for existing simple supported beam type RC bridge structures[D].Beijing:Tsinghua university,1999(in Chinese))
[93]赵涛.在役预应力混凝土桥梁耐久性评价[D].陕西:长安大学,2008(Zhao Tao.Durability evaluation of existing prestressed concrete bridges[D].Shanxi:Changan university,2008(in Chinese))
[94]牛荻涛,元成方,王春芬,等.基于耐久性检测的钢筋混凝土铁路桥碳化寿命预测[J].西安建筑科技大学学报:自然科学版,2011,43(2):160-165(Niu Ditao,Yuan Chengfang,Wang Chunfen,et al.Carbonation service life prediction of reinforced concrete railway bridge based on durability test[J].Journal of xi’an university of architecture and technology(natural science),2011,43(2):160-165(in Chinese))
[95]张伟,王世清,李爱东,等.BP人工神经网络在混凝土耐久性评价上的应用[J].混凝土,2007(4):8-10(Zhang Wei,Wang Shiqing,Li Aidong,et al.Application of artificial neural network in estimation to concrete durability[J].Concrete,2007(4):8-10(in Chinese))
[96]JTG/T B07-01-2006公路工程混凝土结构防腐蚀技术规范[S].北京:人民交通出版社,2006(JTG/TB07-01-2006 Specification for deterioration prevention of highway concrete structures[S].Beijing:people transport press,2006(in Chinese))
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |