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Effect of Broken Cable on Mechanical Properties of Curved Cable-stayed Bridge
[1]YANG Yaxun,WANG Chengzhi,CHAI Wenhao,et al.Effect of Broken Cable on Mechanical Properties of Curved Cable-stayed Bridge[J].Journal of Zhengzhou University (Engineering Science),2023,44(05):101-107.[doi:10.13705/j.issn.1671-6833.2023.02.005]
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References:
[1] WOLFF M, STAROSSEK U. Cable loss and progressive collapse in cable-stayed bridges [ J] . Bridge Structures, 2009, 5(1) : 17-28. 
[2] JANJIC D, PIRCHER M, PIRCHER H. Optimization of cable tensioning in cable-stayed bridges [ J] . Journal of Bridge Engineering, 2003, 8(3) : 131-137.
 [3] 张羽, 方志, 卢江波, 等. 大跨混凝土斜拉桥施工过 程中结构的断索动力响应[ J] . 振动与冲击, 2021, 40 (5) : 237-246. 
ZHANG Y, FANG Z, LU J B, et al. Broken cable-induced dynamic response of long-span concrete cable stayed bridge during construction [ J] . Journal of Vibration and Shock, 2021, 40(5) : 237-246. 
[4] 李彦兵. 大跨径斜拉桥断索危害性研究[ D] . 重庆: 重庆交通大学, 2013.
 LI Y B. Research of broken cable hazard for long scale cable-stayed bridge[D] . Chongqing: Chongqing Jiaotong University, 2013. 
[5] 黄华, 郭朋, 吴先兵, 等. 断索对双钢拱塔斜拉桥力学 性能的影 响 [ J]. 公 路 交 通 科 技, 2020, 37 ( 4): 62 - 71, 117. 
HUANG H, GUO P, WU X B, et al. Influence of cable breaking on mechanical properties of double-steel-archpylon cable-stayed bridge [ J] . Journal of Highway and Transportation Research and Development, 2020, 37 (4) : 62-71, 117.
[6] 柴文浩, 杨雅勋, 张宇航. 吊杆断裂对系杆拱桥力学 性能的影响[ J] . 公路, 2021, 66(9) : 174-179. 
CHAI W H, YANG Y X, ZHANG Y H. Influence of suspender fracture on the mechanical properties of tied arch bridges[ J] . Highway, 2021, 66(9) : 174-179.
[7] 陈国胜. 拉索断裂对空间扭转索面斜拉桥主梁线形的 影响研究[ J] . 铁道建筑, 2016, 56(3) : 17-20. 
CHEN G S. Research on influence of cable breaking on line shape of cable-stayed bridge with spatial torsion cable planes [J]. Railway Engineering, 2016, 56(3): 17-20. 
[8] HAMBLY E C. Bridge deck behavior [ M ] . London: Chapman and Hall, 1976: 145-150. 
[9] 梁鹏, 徐岳, 刘永健. 斜拉索分析统一理论及其应用 [ J] . 建筑科学与工程学报, 2006, 23(1) : 68-77. 
LIANG P, XU Y, LIU Y J. Unified analysis theory of cable stay and its applications[ J] . Journal of Architecture and Civil Engineering, 2006, 23(1) : 68-77. 
[10] 李宇, 李钊, 李琛. 钢-砼混合梁斜拉桥的颤抖振时域分 析[J]. 郑州大学学报(工学版), 2016, 37(3): 69-73. 
LI Y, LI Z, LI C. Flutter and buffeting analysis for cable-stayed bridge with steel-concrete girder [ J] . Journal of Zhengzhou University ( Engineering Science) , 2016, 37(3) : 69-73. 
[11] 李胜利, 胡亚楠, 杜道倾, 等. 大跨径悬索桥施工猫 道气动 力 系 数 数 值 分 析 [ J] . 郑 州 大 学 学 报 ( 工 学 版) , 2015, 36(4) : 57-61. 
LI S L, HU Y N, DU D Q, et al. Numerical analysis of aerodynamic coefficients for catwalk considering Reynolds number effect on long-span suspension bridge during the construction[ J] . Journal of Zhengzhou University ( Engineering Science) , 2015, 36(4) : 57-61. 
[12] 宋嘉宇, 邬晓光. 基于梁格法对曲线箱梁桥的有限元 分析[ J] . 公路, 2021, 66(7) : 134-138. 
SONG J Y, WU X G. Finite element analysis of curved box girder bridge based on grillage method[ J] . Highway, 2021, 66(7) : 134-138.
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Last Update: 2023-09-04
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