[1] 唐茂林. 大跨度悬索桥空间几何非线性分析与软件开发[D]. 成都:西南交通大学, 2003.
TANG Maolin. 3D Geometric Nonlinear Analysis of Long-Span Suspension Bridge and Its Software Development[D].Chengdu: Southwest Jiaotong University, 2003.
[2] 肖军. 悬索桥施工控制精细化分析及程序实现[D].重庆:重庆交通大学,2012.
XIAO Jun. Fine Analysis and Program Implementation of Suspension Bridge for Construction Control[D]. Chongqing:Chongqing Jiaotong University, 2012.
[3] 张伟,张亮亮,钟宁.基于悬索桥主缆热物性参数试验的温度场研究[J].重庆交通大学学报(自然科学版),2016,35(1):1-4+106.
ZHANG Wei, ZHANG Liangliang, ZHONG Ning. Temperature field research based on main cable thermal parameters of suspension bridge[J].Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(1):1-4+106.
[4] 刘世忠, 贾一全, 王苍和, 等. 大温差影响下刘家峡大桥基准索股的调整[J]. 桥梁建设, 2014, 44(3):51-56.
LIU Shizhong, JIA Yiquan, WANG Canghe, et al. Adjusting of datum strand of Liujiaxia bridge influenced by great temperature difference[J]. Bridge Construction, 2014, 44(3):51-56.
[5] 王力, 路韡, 芮国荣,等. 独塔自锚式悬索桥基准索股架设温度影响分析[J]. 铁道建筑, 2017, 57(10):22-25.
WANG Li, LU Wei, RUI Guorong, et al. Influence of temperature on datum strand during the erection of single tower self-anchored suspension bridge[J]. Railway Engineering, 2017, 57(10):22-25.
[6] 周建宾, 郭士伟. 自锚式悬索桥主缆线形计算及温度影响分析[J]. 河北工业大学学报, 2017,46(3):105-111.
ZHOU Jianbin, GUO Shiwei. Calculation and analysis of temperature influence of the main cable shape of self-anchored suspension bridge[J]. Journal of Hebei University of Technology, 2017,46(3):105-111.
[7] 张永水,吴章旭,冯伟.空间索面悬索桥空缆线形分析[J].重庆交通大学学报(自然科学版),2017,36(2):7-10.
ZHANG Yongshui, WU Zhangxu, FENG Wei. Hollow cable shape analysis of suspension bridge with spatial cable plane[J]. Journal of Chongqing Jiaotong University (Natural Science),2017, 36(2):7-10.
[8] 邓扬,李爱群,丁幼亮.大跨悬索桥梁端位移与温度的相关性研究及其应用[J].公路交通科技,2009,26(5):54-58.
DENG Yang, LI Aiqun, DING Youliang. Research and application of correlation between beam end displacement and temperature of long-span suspension bridge[J]. Journal of Highway and Transportation Research and Development,2009,26(5):54-58.
[9] 崔剑峰, 胡建华, 刘榕. 自锚式悬索桥基准索股架设的施工控制[J]. 公路工程, 2008, 33(3):94-97.
CUI Jianfeng, HU Jianhua, LIU Rong. Construct-control for erecting basic wire strands of self-anchored suspension bridge[J]. Highway Engineering, 2008, 33(3):94 -97.
[10] 高荣堂,李传习,李庭波,等.平胜大桥自锚式悬索桥基准索股架设的施工控制[J].世界桥梁,2007(1):43-46.
GAO Rongtang, LI Chuanxi, LI Tingbo, et al. Construction control of datum strand erection of self-anchored suspension bridge of Pingsheng bridge[J]. World Bridges, 2007(1):43-46.
[11] 肖军, 王海城,等. 一种自锚式悬索桥基准索股线形控制方法:201910330625.7[P]. 2019-07-09.
XIAO Jun, WANG Haicheng, et al.A Method for Alignment Control of Datum Strand of Self-Anchored Suspension Bridge: 201910330625.7[P]. 2019-07-09.
[12] 缪长青,史长华.大跨悬索桥扁平钢箱梁温度梯度与温度影响研究[J].中国科学:技术科学,2013,43(10):1155-1164.
MIAO Changqing, SHI Changhua. Temperature gradient and its effect on flat steel box girder of long-span suspension bridge[J]. Scientia Sinica (Technologica), 2013, 43(10):1155-1164.
[13] 孙君,李爱群,丁幼亮.润扬长江大桥钢箱梁的温度分布监测与分析[J].公路交通科技,2009,26(8):94-98.
SUN Jun, LI Aiqun, DING Youliang. Observation and research on temperature distribution in steel box girders of Runyang Yangtse River bridge[J]. Journal of Highway and Transportation Research and Development,2009,26(8):94-98. |