交通部公路科学研究所.西部交通建设科技项目可行性研究报告:在用预应力连续箱梁、连续刚构桥箱梁开裂成因及处治技术研究[R],2002.Highway Science Research Institute of the Ministry of Communications.The feasibility study report of the western traffic construction science and technology project:In the study of cracking cause and treatment technology for prestressed concrete continuous box girder and rigid frame bridges[R],2002.
[2]
施嘉.大跨径预应力混凝土连续刚构桥开裂成因分析研究[D].成都:西南交通大学,2013.Shi Jia.Study on the origin of cracking of long-span PC continuous rigid frame bridge[D].Chengdu:Southwest Jiaotong University,2013.
[3]
陈妍如,周水兴,陈湛荣.竖向预应力筋对连续刚构桥受力影响分析[J].重庆交通大学学报:自然科学版,2008,27(2):173-176.Chen Y R,Zhou X S,Chen Z R.Mechanic analysis on vertical prestressing bar to continuous rigid framed bridge[J].Journal of Chongqing Jiaotong University:Natural Science Edition,2008,27(2):173-176.
[4]
Zhang Q S.Difference information entropy in grey theory[J].Journal of Grey System,2001,13(2):21-25.
[5]
Song Z M,Wang Z D,Tong X J.Grey generating space on opposite accumulation[J].Journal of Grey System,2001,13(4):305-308.
[6]
于天来,姜震.连续刚构箱梁桥腹板开裂原因分析[J].中外公路,2013,33(2):132-136.Yu T L,Jiang Z.Analysis of the causes of cracks in the webs of continuous rigid box girder bridge[J].Journal of China&Foreign Highway,2013,33(2):132-136.
[7]
Song Z M,Xiao X P,Deng J L.The character of opposite direction AGO and class ratio[J].Journal of Grey System,2002,14(1):9-14.
[8]
邓聚龙.灰色控制系统[M].武汉:华中理工大学出版社,1988.Deng J L.Gray Control System[M].Wuhan:Huazhong University of Science and Technology Press,1988.
[9]
林鸣.预应力混凝土箱梁桥竖向预应力损失的研究[D].长沙:长沙理工大学,2007.Lin Ming.Research on vertical prestress losses in prestressed concrete box girder bridge[D].Changsha:Changsha University of Science&Technology,2007.
[10]
王玮玮.PC箱梁竖向预应力损失测试方法及应用技术研究[D].长沙:长沙理工大学,2013.Wang Weiwei.Research on the test methods of vertical prestressing losses and application technology in PC box girder[D].Changsha:Changsha University of Science&Technology,2013.
[11]
周新波.箱梁竖向预应力张拉力无损检测研究[J].山东大学学报(工学版),2013,43(6):77-94.Zhou Xinbo.Non-destructive detection research of the box girder vertical prestressed tensile force[J].Journal of Shandong University(Engineering Science),2013,43(6):77-94.
[12]
黄伟群.竖向预应力长期损失的研究及施工与检测方法探索[D].湘潭:湖南科技大学,2009.Huang Weiqun.Research on the long-term loss and the method of construction&detection of vertical Prestress[D].Xiangtan:Hunan University of Science and Technology,2009.
[13]
Deng J L.Negative power AGO in grey theory[J].Journal of Grey System,2001,13(3):1-6.
[14]
JTG D62-2004公路钢筋混凝土及预应力混凝土桥涵设计规范[S].JTG D62-2004Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S].
[15]
Deng J L.The Primary Methods of Grey Theory[M].Wuhan:Huazhong University of Science and Technology Press,2004:26-34.
[16]
刘思峰,谢乃明.灰色系统理论及其应用[M].北京:科学出版社,2013.Liu Sifeng,Xie Naiming.Gray System Theory and Its Application[M].Beijing:Science Press,2013.