参考文献/References:
[1] 冀伟,刘世忠,蔺鹏臻. 波形钢腹板连续箱梁的动力特性 [J]. 公路交通科技,2011,28(11):55-60.
Ji Wei,Liu Shizhong,Lin Pengzhen. Dynamic characteristics of composite box girder with corrugated steel webs [J]. Journal of Highway and Transportation Research and Development,2011,28(11): 55-60.(in Chinese)
[2] 李鹏飞,刘保东,肖英楠. 桥墩类型对波纹钢腹板连续刚构桥动力特性的影响 [J]. 桥梁建设, 2011(2):27-29.
Li Pengfei,Liu Baodong,Xiao Yingnan. Influence of different pier types on dynamic performance of continuous rigid-frame bridges with corrugated steel webs [J]. Bridge Construction,2011(2):27-29.(in Chinese)
[3] 李鹏飞,刘保东,肖英楠. 截面形式对波纹钢腹板桥梁动力特性的影响 [J]. 北京交通大学学报,2010,34(3):122-125.
Li Pengfei,Liu Baodong,Xiao Yingnan. Influence analysis of section types on dynamic characteristics of bridges with corrugated steel Webs [J]. Journal of Beijing Jiaotong University,2010,34(3):122-125.(in Chinese)
[4] 刘保东,陈海波,任红伟. 波纹钢腹板混凝土箱梁动力特性改善研究 [J]. 中国铁道科学,2008,29(3):29-33.
Liu Baodong,Chen Haibo,Ren Hongwei. Improvement study of the dynamic characteristics for concrete box-girder with corrugated steel webs [J]. China Railway Science,2008,29(3):29-33.(in Chinese)
[5] 张永健,黄平明,狄谨,等. 波形钢腹板组合箱梁自振特性与试验研究 [J]. 交通运输工程学报,2008,8(5):76-80.
Zhang Yongjian,Huang Pingming,Di Jin,et al. Free vibration characteristics and experiment study of composite box girder with corrugated steel webs [J]. Journal of Traffic and Transportation Engineering,2008,8(5):76-80.(in Chinese)
[6] 任红伟,刘保东,陈海波. 波纹钢腹板混凝土箱梁的扭转振动分析 [J]. 中国公路学报,2008,21(6):64-68.
Ren Hongwei,Liu Baodong,Chen Haibo. Analysis of torsional vibration of concrete box-girder with corrugated steel webs [J]. China Journal of Highway and Transport,2008,21(6):64-68.(in Chinese)
[7] Miyamoto Ayaho,Tei Katsuji,Nakamura Hideaki,el al. Behavior of prestressed beam strengthened with external tendons [J].Journal of Stuctural Engineering,2000,126(9):1033-1044.
[8] 方德平,王全凤. 体外预应力梁动力特性的能量法分析 [J]. 振动与冲击,2012,31(1):177-181.
Fang Deping, Wang Quanfeng. Dynamic behavior analysis of an externally prestressed beam with energy method [J]. Journal of Vibration and Shock,2012,31(1):177-181.(in Chinese)
[9] 熊辉霞. 体外预应力混凝土简支梁的动力试验与理论分析 [D]. 武汉:华中科技大学土木工程与力学学院, 2009.
[10] Saiidi M, Douglas B,Feng S. Prestress force effect on vibration frequency of concrete bridges[J]. Journal of Structural Engineering, 1994, 120(7):2233-2241.
[11] Kim Jeong-Tae,Ryu Yeon-Sun,Yun Chung-Bang. Vibration-based method to detect prestress-loss in beam-type bridges [C]//Proceedings of the SPIE—the International Society for Optical Engineering. San Diego, USA, 2003,5057:559-568.
[12] 张耀庭,汪霞利,李瑞鸽. 预应力梁固有频率的试验研究 [J]. 华中科技大学学报:自然科学版, 2007,35(2):12-15.
Zhang Yaoting,Wang Xiali,Li Ruige. Experimental research on nature frequency of prestressed concrete beams [J]. Journal of Huazhong University of Science & Technology:Natural Science Edition,2007,35(2):12-15.(in Chinese)
[13] 李宏江,叶见曙,万水,等. 剪切变形对波形钢腹板箱梁挠度的影响 [J]. 交通运输工程学报, 2002, 2(4): 17-20.
Li Hongjiang,Ye Jianshu,Wan Shui,et al. Influence of shear deformation on deflection of box girder with corrugated steel webs [J]. Journal of Traffic and Transportation Engineering,2002,2(4):17-20.(in Chinese)
相似文献/References:
[1]叶正强,李爱群,徐幼麟.工程结构粘滞流体阻尼器减振新技术及其应用[J].东南大学学报(自然科学版),2002,32(3):466.[doi:10.3969/j.issn.1001-0505.2002.03.033]
Ye Zhengqiang,Li Aiqun,Xu Youlin.Fluid viscous damper technology and its engineering application for structural vibration energy dissipation[J].Journal of Southeast University (Natural Science Edition),2002,32(1):466.[doi:10.3969/j.issn.1001-0505.2002.03.033]
[2]薛祖卫.矩阵理论和插值法在圆拱固有振动中的应用[J].东南大学学报(自然科学版),1981,11(4):124.[doi:10.3969/j.issn.1001-0505.1981.04.012]
Shue Tsu-wei.Application of the Theory of Matrix and Interpolation to the Natural Vibration of the Circular Arches[J].Journal of Southeast University (Natural Science Edition),1981,11(1):124.[doi:10.3969/j.issn.1001-0505.1981.04.012]
[3]杨丙文,黎雅乐,万水,等.波形钢腹板箱梁畸变应力分析[J].东南大学学报(自然科学版),2011,41(5):1065.[doi:10.3969/j.issn.1001-0505.2011.05.032]
Yang Bingwen,Li Yale,Wan Shui,et al.Stress analysis of box girders with corrugate steel webs under distorsion[J].Journal of Southeast University (Natural Science Edition),2011,41(1):1065.[doi:10.3969/j.issn.1001-0505.2011.05.032]
[4]熊文,肖汝诚,叶见曙.超千米级CFRP与钢组合拉索斜拉桥动力性能分析[J].东南大学学报(自然科学版),2014,44(5):1011.[doi:10.3969/j.issn.1001-0505.2014.05.024]
Xiong Wen,Xiao Rucheng,Ye Jianshu.Dynamic performance analysis of over-1000m-span cable-stayed bridges with CFRP-steel composite stay cables[J].Journal of Southeast University (Natural Science Edition),2014,44(1):1011.[doi:10.3969/j.issn.1001-0505.2014.05.024]
[5]张鸿,郑和晖,王敏.节段预制拼装波形钢腹板组合箱梁桥横向受力性能试验研究[J].东南大学学报(自然科学版),2016,46(5):1070.[doi:10.3969/j.issn.1001-0505.2016.05.029]
Zhang Hong,Zheng Hehui,Wang Min.Experimental study on transverse mechanical behavior of precast segmental composite box girder bridge with corrugated steel webs[J].Journal of Southeast University (Natural Science Edition),2016,46(1):1070.[doi:10.3969/j.issn.1001-0505.2016.05.029]
[6]张峰,李术才,叶见曙,等.波形钢板内衬混凝土部位抗剪强度[J].东南大学学报(自然科学版),2016,46(6):1264.[doi:10.3969/j.issn.1001-0505.2016.06.026]
Zhang Feng,Li Shucai,Ye Jianshu,et al.Shear strength of corrugated steel web partially encased with concrete[J].Journal of Southeast University (Natural Science Edition),2016,46(1):1264.[doi:10.3969/j.issn.1001-0505.2016.06.026]