吉林大学学报(工学版) ›› 2015, Vol. 45 ›› Issue (5): 1420-1427.doi: 10.13229/j.cnki.jdxbgxb201505007
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HOU Zhong-ming1, 2, WANG Yuan-qing2, XIA He3, ZHANG Tian-shen2
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[1] 蒋丽忠,丁发兴,余志武. 钢-混凝土连续组合铁路桥梁综合动力性能试验研究[J]. 中国铁道科学, 2006, 27(5): 60-65. Jiang Li-zhong, Ding Fa-xing, Yu Zhi-wu. Experimental study on the integrated dynamic behavior of continuous steel-concrete composite girders of railway bridges[J]. China Railway Science, 2006, 27(5): 60-65. [2] Liu Kai, Reynders E, de Roeck G, et al. Experimental and numerical analysis of a composite bridge for high-speed trains[J]. Journal of Sound and Vibration, 2009, 320: 201-220. [3] 聂建国,余志武.钢-混凝土组合梁在我国的研究及应用[J]. 土木工程学报,1999,32(2): 3-8. Nie Jian-guo, Yu Zhi-wu. Research and practice of composite steel-concrete beams in China[J]. China Civil Engineering Journal, 1999, 32(2): 3-8. [4] 黄侨. 桥梁钢-混凝土组合结构设计原理[M]. 北京:人民交通出版社,2004. [5] 项海帆. 世界桥梁发展中的主要技术创新[J]. 广西交通科技, 2003, 28(5): 1-7. Xiang Hai-fan. Major technical innovations in world's bridge development[J]. Guangxi Communication Science&Technology, 2003, 28(5): 1-7. [6] 聂建国,沈聚敏,袁彦声. 钢-混凝土简支组合梁变形计算的一般公式[J]. 工程力学, 1994, 11(1): 21-27. Nie Jian-guo, Shen Ju-min, Yuan Yan-sheng. A general formula for predicting the deflection of simply supported composite steel concrete beams with the consideration of slip effect[J]. Engineering Mechanics, 1994, 11(1): 21-27. [7] 张晔芝. 高速铁路连续结合梁的响应分析[J]. 铁道学报, 2002, 24(6): 84-88. Zhang Ye-zhi. Analysis on responses of continuous composite beams in high-speed railways[J]. Journal of the China Railway Society, 2002, 24(6): 84-88. [8] 蒋丽忠,丁发兴,余志武. 钢-混凝土连续组合铁路桥梁综合动力性能试验研究[J]. 中国铁道科学,2006, 27(5): 60-65. Jiang Li-zhong, Ding Fa-xing, Yu Zhi-wu. Experimental study on the integrated dynamic behavior of continuous steel-concrete composite girders of railway bridges[J]. China Railway Science, 2006, 27(5): 60-65. [9] Huang C W, Su Y H. Dynamic characteristics of partial composite beams[J]. International Journal of Structural Stability and Dynamics, 2008, 8(4): 665-685. [10] 侯忠明,夏禾,张彦玲. 钢-混凝土简支结合梁基本动力特性的解析解[J]. 铁道学报,2014, 36(3): 100-105. Hou Zhong-ming, Xia He, Zhang Yan-ling. Analytical solution to the dynamic characteristics of simply-supported steel-concrete composite beams[J]. Journal of the China Railway Society, 2014, 36(3): 100-105. [11] 聂建国,沈聚敏,余志武. 考虑滑移效应的钢-混凝土组合梁变形计算的折减刚度法[J].1995,28(6): 11-17. Nie Jian-guo, Shen Ju-min, Yu Zhi-wu. A reduced rigidity method for calculating deformation of composite steel-concrete beams[J]. China Civil Engineering Journal, 1995, 28(6): 11-17. [12] 侯忠明. 钢-混凝土结合梁桥动力性能及损伤识别的理论分析与模型试验研究[D]. 北京:北京交通大学土木建筑工程学院,2013: 40. Hou Zhong-ming. Theoretical analyses and model test for dynamic behaviors and damage identification of steel-concrete beam bridges[D]. Beijing:School of Civil Engineering,Beijing Jiaotong University, 2013:40. [13] 侯忠明,夏禾,张彦玲. 栓钉连接件抗剪刚度对钢-混凝土结合梁动力特性影响研究[J]. 中国铁道科学, 2012, 33(6): 24-29. Hou Zhong-ming, Xia He, Zhang Yan-ling. The influence of the shear stiffness of stud connectors on the natural vibration characteristics of steel-concrete composite beams[J]. China Railway Science, 2012, 33(6): 24-29. [14] 张彦玲. 钢-混凝土组合梁负弯矩区受力性能及开裂控制的试验及理论研究[D]. 北京:北京交通大学土木建筑工程学院,2009: 50. Zhang Yan-ling. Theoretical analysis and experimental research on behavior and crack control of negative moment zone in steel-concrete composite beams[D]. Beijing:School of Civil Engineering,Beijing Jiaotong University, 2009: 50. |
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