张峰. 预应力混凝土连续箱梁开裂后的结构行为研究[D]. 南京: 东南大学, 2007: 1―15 Zhang Feng. Study on the structure behavior of prestressed concrete continuous box beam after cracking [D]. Nanjing: Southeast University. 2007: 1―15. (in Chinese)
Pilzm. The Koror-Babeldaob bridge in the republic of Palau, history and time dependents tress and deflection analysis [D]. UK: Imperial College of Science and Technology, 1997: 60―65.
[4]
Bažant Z P, Yu Q, Li G. Excessive long-time deflections of prestressed box girders I: record-span bridge in Palau and other paradigms [J]. Journal of Structural Engineering, 2012, 138(6): 676―686.
[5]
Bažant Z P, Yu Q, Li G. Excessive long-time deflections of prestressed box girders ii: numerical analysis and lessons learned [J]. Journal of Structural Engineering, 2012, 138(6): 687―696.
[6]
Robertson I N. Prediction of vertical deflections for a long-span prestressed concrete bridge structure [J]. Engineering Structures, 2005, 27(12): 1820―1827.
[7]
Peter F T. Deformations in concrete cantilever bridges: observations and theoretical modeling [D]. Norway: The Norwegian University of Science and Technology, 2002: 1―15
[8]
张文献, 刘心亮, 罗冰, 等. 通过裂缝特征快速评估桥梁承载能力的试验研究[J]. 东北大学学报(自然科学版), 2008, 29(9): 1346―1349. Zhang Wenxian, Liu Xinliang, Luo Bing, et al. Quick assessment of loading capacity of bridge by cracking characteristics [J]. Journal of Northeast University (Natural Science), 2008, 29(9): 1346―1349. (in Chinese)
[9]
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 fro RC beams [J]. China Civil Engineering Journal, 2003, 36(2): 6―9. (in Chinese)
[10]
赵煜, 贺拴海, 李春风, 等. 在役预应力混凝土箱梁开裂后承载力评估[J].同济大学学报, 2010, 38(9): 1721―1725. Zhao Yu, He Shuanhai, Li Chunfeng, et al. Evaluating system of bearing capacity for existing cracked prestressed concrete box girder based on crack feature [J]. Journal of Tongji University (Natural Science), 2010, 38(9): 1721―1725. (in Chinese)
[11]
曹国辉, 方志. 变分原理分析连续箱梁开裂后的剪力滞效应[J]. 工程力学, 2007, 24(4): 75―80. Cao Guohui, Fang Zhi. Shear lag effect of cracked continuous box girder analyzed by variational principle [J]. Engineering Mechanics, 2007, 24(4): 75―80. (in Chinese)
[12]
叶见曙, 张峰. 预应力混凝土连续箱梁的刚度退化模型[J]. 中国公路学报, 2007, 20(6): 67―72. Ye Jianshu, Zhang Feng. Stiffness degeneration model of prestressed concrete continuous box girder after cracking [J]. China Journal of Highway and Transport, 2007, 20(6): 67―72. (in Chinese)
[13]
张峰, 叶见曙, 徐向锋. 预应力混凝土梁非线性分析单元模型[J]. 交通运输工程学报, 2007, 2(1): 25―30. Zhang Feng, Ye Jianshu, Xu Xiangfeng. Nonlinear analysis element model of prestressed concrete beam [J]. Journal of Traffic and Transportation Engineering, 2007, 2(1): 25―30. (in Chinese)
[14]
向天宇, 赵人达, 刘海波. 基于静力测试数据的预应力混凝土连续梁结构损伤识别[J]. 土木工程学报, 2003, 36(11): 83―86. Xiang Tianyu, Zhao Renda, Liu Haibo. Damage detection of prestressed concrete continuous beam from static response [J]. China Civil Engineering Journal, 2003, 36(11): 83―86. (in Chinese)
[15]
谭冬莲. Levenberg-Marquardt法与Gauss-Newton法相结合在桥梁结构静力参数识别中的应用[J]. 公路交通科技, 2007, 24(4): 95―98. Tan Donglian. Application of the combination of Levenberg-Marquart with Gauss-Newton in static parameter identification of bridge structure [J]. Journal of Highway and Transportation Research and Development, 2007, 24(4): 95―98. (in Chinese)
[16]
付春雨, 李乔, 单德山. 基于位移连续的静力损伤识别[J]. 桥梁建设, 2010(2): 18―36. Fu Chunyu, Li Qiao, Shan Deshan. Static damage identification based on displacement continuity [J]. Bridge Construction, 2010(2): 18―36. (in Chinese)
[17]
Martin T Hagan, Houward B Demuth. 神经网络设计[M]. 北京: 机械工业出版社, 2002: 135―152. Martin T Hagan, Howard B Demuth. Neural network design [M]. Beijing: China Machine Press, 2002: 135―152. (in Chinese)
[18]
曾庆响, 韩大建. 预应力混凝土箱梁桥的裂缝防治研究现状[J]. 工程力学, 2010, 27(增刊Ⅰ): 184―188. Zeng Qingxiang, Han Dajian. A review of crack preview of crack prevention in prestressed concrete box girder bridges [J]. Engineering Mechanics, 2010, 27(Suppl I): 184―188. (in Chinese)
[19]
Ha W S, Dong W Y, Keun J B, et al. Finite element failure analysis of reinforced concrete T girder [J]. Engineering Structures, 2002, 24: 151―162.
[20]
杜拱辰. 现代预应力混凝土结构[M]. 北京: 中国建筑工业出版社, 1988: 35―40. Du Gongchen. Modern prestressed concrete structure [M]. Beijing: China Architecture & Building Press, 1988: 35―40. (in Chinese)