Citation: | ZHANG Qinghua, ZHANG Ying, CHENG Zhenyu, KANG Jiping, HE Jing. Static Behavior and Key Influencing Factors of Double-Cable Suspension Bridge[J]. Journal of Southwest Jiaotong University, 2020, 55(2): 238-246. doi: 10.3969/j.issn.0258-2724.20170908 |
肖汝诚. 桥梁结构体系[M]. 北京: 人民交通出版社, 2013: 307-313.
|
王忠彬,万田保. 泰州长江公路大桥三塔两跨悬索桥结构行为特征[J]. 桥梁建设,2008(2): 38-40, 59.
WANG Zhongbin, WAN Tianbao. Characteristics of structural behavior of three-tower and two-span suspension bridge of Taizhou Changjiang river highway bridge[J]. Bridge Construction, 2008(2): 38-40, 59.
|
肖世国,赵琳智. 悬索桥隧道式锚碇侧摩阻力近似解析算法[J]. 西南交通大学学报,2018,53(5): 974-981.
XIAO Shiguo, ZHAO Linzhi. Approximate analytical method for skin friction of tunnel-type anchorage used in suspension bridge engineering[J]. Journal of Southwest Jiaotong University, 2018, 53(5): 974-981.
|
OSAMU Y, MOTOI O, TAKEO M. Structural characteristics and applicability of four span suspension bridge[J]. Journal of Bridge Engineering, 2004, 9(5): 453-463. doi: 10.1061/(ASCE)1084-0702(2004)9:5(453)
|
JAEHO J, JAEHONG K, JONGGYUN B, et al. Practical design of continuous two main-span suspension bridge in Korea[C]//34th International Symposium on Bridge and Structural Engineering. Venice: IABSE, 2010: 62-69.
|
何婧. 大跨度双缆悬索桥结构体系及其受力特性研究[D]. 成都: 西南交通大学, 2016.
|
GIMSING N J. Cable supported bridges[M]. 2nd ed. Chichester: John Wiley, 1997: 183-185.
|
陈艾荣, 陈文明. 多塔悬索桥的性能[C]//中国公路学会桥梁和结构工程学会, 桥梁学术研讨会论文集. 北京: 人民交通出版社, 2001: 561-566.
|
肖恩源. 再论悬挂索的重力刚度—双索、多跨[J]. 公路,2001(7): 67-72. doi: 10.3969/j.issn.0451-0712.2001.07.017
XIAO Enyuan. Discussing gravity stiffness of suspension bridge gravity stiffness of suspended cable— double cables and multispan[J]. Highway, 2001(7): 67-72. doi: 10.3969/j.issn.0451-0712.2001.07.017
|
柴生波,肖汝诚,孙斌. 双缆悬索桥体系的力学特性(I)[J]. 华南理工大学学报(自然科学版),2011,39(12): 159-163. doi: 10.3969/j.issn.1000-565X.2011.12.027
CHAI Shengbo, XIAO Rucheng, SUN Bin. Mechanical characteristics of double-cable suspension bridge(I)[J]. Journal of South China University of Technology (Natural Science Edition), 2011, 39(12): 159-163. doi: 10.3969/j.issn.1000-565X.2011.12.027
|
柴生波,肖汝诚,孙斌. 双缆悬索桥体系的力学特性(II)[J]. 华南理工大学学报(自然科学版),2012,40(2): 23-28. doi: 10.3969/j.issn.1000-565X.2012.02.005
CHAI Shengbo, XIAO Rucheng, SUN Bin. Mechanical characteristics of double-cable suspension bridge(II)[J]. Journal of South China University of Technology (Natural Science Edition), 2012, 40(2): 23-28. doi: 10.3969/j.issn.1000-565X.2012.02.005
|
柴生波,肖汝诚. 双缆悬索桥体系的力学特性(III)[J]. 华南理工大学学报(自然科学版),2013,41(8): 120-125. doi: 10.3969/j.issn.1000-565X.2013.08.020
CHAI Shengbo, XIAO Rucheng. Mechanical characteristics of double-cable suspension bridge(III)[J]. Journal of South China University of Technology (Natural Science Edition), 2013, 41(8): 120-125. doi: 10.3969/j.issn.1000-565X.2013.08.020
|
WANG Xiulan, CHAI Shengbo, XU Yue. Deformation characteristics of double-cable multispan suspension bridges[J]. Journal of Bridge Engineering, 2016, 21(4): 1-7. doi: 10.1061/(ASCE)BE.1943-5592.0000858
|
WANG Xiulan, CHAI Shengbo, XU Yue. Sliding resistance of main cables in double-cable multispan suspension bridges[J]. Journal of Bridge Engineering, 2017, 22(3): 1-7. doi: 10.1061/(ASCE)BE.1943-5592.0001018
|
WANG Xiulan, CHAI Shengbo. Determining the middle tower stiffness value in an in-plane double-cable triple-tower suspension bridge[J]. Journal of Bridge Engineering, 2018, 23(7): 1-6.
|
张清华,韩少辉,贾东林,等. 新型装配式UHPC华夫型上翼缘组合梁受力性能[J]. 西南交通大学学报,2019,54(3): 445-452,442.
ZHANG Qinghua, HAN Shanhui, JIA Donglin, et al. Mechanical performance of novel perfabricated composite girder with top flange of ultra hight performance concrete waffle deck panel[J]. Journal of Southwest Jiaotong University, 2019, 54(3): 445-452,442.
|
张清华,李乔. 悬索桥主缆鞍座间摩擦特性试验研究[J]. 土木工程学报,2013,46(4): 85-92.
ZHANG Qinghua, LI Qiao. Studies on cable-saddle frictional characteristics for long-span suspension bridges[J]. China Civil Engineering Journal, 2013, 46(4): 85-92.
|
张清华,李乔,周凌远. 悬索桥主缆与鞍座摩擦问题理论分析方法研究[J]. 中国公路学报,2014,27(1): 44-50. doi: 10.3969/j.issn.1001-7372.2014.01.007
ZHANG Qinghua, LI Qiao, ZHOU Lingyuan. Theoretical analysis of cable-saddle frictional characteristics for suspension bridges[J]. China Journal of Highway and Transport, 2014, 27(1): 44-50. doi: 10.3969/j.issn.1001-7372.2014.01.007
|
ZHANG Qinghua, CHENG Zhenyu, CUI Chuang, et al. Analytical model for frictional resistance between cable and saddle of suspension bridges equipped with vertical friction plates[J]. Journal of Bridge Engineering, 2017, 22(1): 1-12. doi: 10.1061/(ASCE)BE.1943-5592.0000986
|
CHENG Zhenyu, ZHANG Qinghua, JIA Donglin, et al. Analytical study on frictional resistance between cable and saddle equipped with friction plates for multispan suspension bridges[J]. Journal of Bridge Engineering, 2018, 23(1): 1-13. doi: 10.1061/(ASCE)BE.1943-5592.0001176
|
张清华,程震宇,贾东林,等. 悬索桥主缆与鞍座抗滑移安全系数的确定方法[J]. 中国公路学报,2017,30(7): 41-49. doi: 10.3969/j.issn.1001-7372.2017.07.006
ZHANG Qinghua, CHENG Zhenyu, JIA Donglin, et al. Method for determining anti-slip safety factors between main cable and saddle in suspension bridge[J]. China Journal of Highway and Transport, 2017, 30(7): 41-49. doi: 10.3969/j.issn.1001-7372.2017.07.006
|
沈锐利,王路,王昌将,等. 悬索桥主缆与索鞍间侧向力分布模式的模型试验研究[J]. 土木工程学报,2017,50(10): 75-81.
SHEN Ruili, Wang Lu, Wang Changjiang, et al. Experimental study on distribution pattern of lateral force between main cable and cable saddle for suspension bridge[J]. China Civil Engineering Journal, 2017, 50(10): 75-81.
|
王路,沈锐利,王昌将,等. 悬索桥主缆与索鞍间侧向力理论计算方法与公式研究[J]. 土木工程学报,2017,50(12): 87-96.
WANG Lu, SHEN Ruili, WANG Changjiang, et al. Experimental study on distribution pattern of lateral force between main cable and cable saddle for suspension bridge[J]. China Civil Engineering Journal, 2017, 50(12): 87-96.
|