葛耀君. 分段施工桥梁分析与控制[M]. 北京: 人民交通大学出版社,2003.GE Yao-jun. Segmental Construction Analysis and Control of Bridges [M]. Beijing: China Communications Press,2003.
[2]
刘俊胜,王宏,王智龙,等. 大跨径结合梁斜拉桥的主跨合龙技术[J]. 公路交通技术,2010,26 (4): 67-70.LIU Jun-sheng,WANG Hong,WANG Zhi-long,et al.Main Span Closure Technology in Large-span Combination Beam Cable-stayed Bridge [J].Technology of Highway and Transport,2010,26 (4): 67-70.
[3]
刘生奇,蒋本俊. 武汉二七长江大桥跨中钢梁合龙施工技术[J]. 桥梁建设,2012,42 (4): 7-13.LIU Sheng-qi, JIANG Ben-jun. ConstructionTechniques for Closure of Midspan Steel Girder of Wuhan Erqi Changjiang River Bridge [J]. Bridge Construction,2012,42 (4): 7-13.
[4]
田卫东,柳俊峰. 合肥南淝河大桥主桥合龙施工技术[J]. 桥梁建设,2012,42 (1): 126-130.TIAN Wei-dong, LIU Jun-feng. Construction Techniques for Closure of Main Bridge of South Feihe River Bridge in Heifei [J]. Bridge Construction,2012,42 (1): 126-130.
[5]
孟繁增. 多塔斜拉桥合龙方法及其影响研究分析[D]. 成都: 西南交通大学,2012.MENG Fan-zeng. Study on Closure Schemefor Multi-pylon Cable-stayed Bridges and Its Influence on Structural Stage [D]. Chengdu: Southwest Jiaotong University,2012.
[6]
秦顺全. 桥梁施工控制: 无应力状态法理论与实践[M]. 北京: 人民交通出版社,2007.QIN Shun-quan. Bridge Construction Control: Theory of Unstressed State Control Method and Practice [M].Beijing: China Communications Press,2007.
[7]
秦顺全. 分阶段施工桥梁的无应力状态控制法[J].桥梁建设,2008 (1): 8-14.QIN Shun-quan. Unstressed State Control Method for Bridges Constructed in Stages [J]. Bridge Construction,2008 (1): 8-14.
[8]
杨兴旺. 大跨度斜拉桥施工全过程非线性行为研究[D]. 成都: 西南交通大学,2007.YANG Xing-wang. Research on the Nonlinear Behavior of Long-span Cable-stayed Bridges Considering Overall Construction Process [D]. Chengdu: Southwest Jiaotong University,2007.
[9]
张清华、卜-之、李乔. 大跨度斜拉桥施工控制的研究进展[C] ∥第二十届全国桥梁学术会议论文集. 北京: 人民交通出版社,2012: 521-529.ZHANG Qing-hua,BU Yi-zhi,LI Qiao. Advances of Long-span Cable-stayed Bridge Construction Control [C] ∥ Proceedings of 20th National Bridge Conference.Beijing: China Communications Press,2012: 521-529.
[10]
李乔,卜-之,张清华. 基于几何控制的全过程自适应施工控制系统研究[J]. 土木工程学报,2009,42(7): 69-77.LI Qiao,BU Yi-zhi,ZHANG Qing-hua. Whole-Procedure Adaptive Construction Control System Based on Geometry Control Method [J]. China Civil Engineering Journal,2009,42 (7): 69-77.
[11]
李乔,卜-之,张清华,等. 大跨度斜拉桥施工全过程几何控制概论与应用[M]. 成都西南交通大学出版社,2009.LI Qiao,BU Yi-zhi, ZHANG Qing-hua, et al.Introduction and Application of Whole-procedure Construction of Long-span Cable-stayed Bridge Based on Geometry Control Method [M]. Chengdu: Southwest Jiaotong University Press,2009.
[12]
秦顺全. 无应力状态控制法斜拉桥安装计算的应用[J]. 桥梁建设,2008 (2): 13-16.QIN Shun-quan.Application of Unstressed State Control Method to Calculation for Erection of Cable-stayed Bridge[J]. Bridge Construction,2008 (2): 13-16.
[13]
梁鹏,肖汝成,徐岳. 超大跨度斜拉桥的安装构形与无应力构形[J]. 长安大学学报: 自然科学版,2006,26 (4): 49-53.LIANG Peng,XIAO Ru-cheng,XU Yue. Assembled Geometry and Unstrained Geometry of Super Long-span Cable-stayed Bridges [J]. Journal of Chang'an University: Natural Science Edition,2006,26 (4): 49-53.
[14]
张建民、肖汝成. 千米级斜拉桥施工过程中主梁的预转折角研究[J]. 计算力学学报,2005,22 (5): 618-622.ZHANG Jian-min,XIAO Ru-cheng. Study on The Pre-arranged Angle of Girders in Construction State for a Thousand-meter Scale Cable-stayed Bridge [J].Chinese Journal of Computational Mechanics,2005,22(5): 618-622.
[15]
嘉绍跨江大桥工程建设指挥部. 嘉绍大桥专用施工技术规范[S]. 2009.Jiaxing-Shaoxing Cross River Bridge Construetion Headquarters. Special Construction Specification of Jiaxing- Shaoxing Bridge [S]. 2009.