Open Access
Issue
JNWPU
Volume 41, Number 4, August 2023
Page(s) 712 - 721
DOI https://doi.org/10.1051/jnwpu/20234140712
Published online 08 December 2023
  1. LIU Haidong, HOU Wenqi, LUO Jin. Three-dimensional geometric alignment control method for short-line matching segmental precast girder assembling bridge[J]. Journal of Railway Science and Engineering, 2017, 14(4): 769–778 [Article] (in Chinese) [Google Scholar]
  2. WU J, FRANGOPOL D M, SOLIMAN M. Geometry control simulation for long-span steel cable-stayed bridges based on geometrically nonlinear analysis[J]. Engineering Structure, 2015, 90: 71–82 [Article] [CrossRef] [Google Scholar]
  3. LI Qiao, BU Yizhi, ZHANG Qinghua. Whole-procedure adaptive construction control system based on geometry control method[J]. China Civil Engineering Journal, 2009, 42(7): 69–77 [Article] (in Chinese) [Google Scholar]
  4. LI Chuanxi, WANG Chen, DONG Chuangwen, et al. Control of self-adaptive unstressed configuration for incrementally launched curved girder bridge based on phase transformation[J]. China Journal of Highway and Transport, 2014, 27(2): 45–53 [Article] (in Chinese) [Google Scholar]
  5. WANG Jun, LI Chuanxi. Deine the adjustment scheme of temporary pier elevation of variable curvature vertical curve steel box girder[J]. Journal of China and Foreign Highway, 2011, 31(3): 177–182 [Article] (in Chinese) [Google Scholar]
  6. LIN Jianping, WANG Jinfeng, CHEN Chunlei, et al. Geometric shape control of trough steel girder composite bridge constructed by incremental launching method[J]. Bridge Construction, 2014, 44(4): 102–106 [Article] (in Chinese) [Google Scholar]
  7. QIN Shunquan. Unstressed state control method for bridges constructed in stages[J]. Bridge Construction, 2008(1): 8–14 [Article] (in Chinese) [Google Scholar]
  8. DONG Chuangwen, LI Chuanxi, WANG Chen. Achieving unstressed geometry of incrementally launched girders considering phase shift and elevation deviation during assembly[J]. China Civil Engineering Journal, 2013, 46(8): 74–82 [Article] (in Chinese) [Google Scholar]
  9. LI Chuanxi, ZHOU Qun, DONG Chuangwen. Fabrication configuration and unstressed geometry achievement of beam segment of incrementally launched steel box girder[J]. Journal of Highway and Transportation Research and Development, 2018, 35(5): 40–48 [Article] (in Chinese) [Google Scholar]
  10. XIONG Zhengqiang. Study on linear control of continuous steel beam vertical curve[J]. Journal of China and Foreign Highway, 2015, 35(4): 187–191 [Article] (in Chinese) [Google Scholar]
  11. ZHOU Lingyu, ZHENG Heng. Matching error adjustment of girder segments precast by short line match method based on coordinate transformation[J]. Bridge Construction, 2016, 46(5): 71–76 [Article] (in Chinese) [Google Scholar]
  12. DAN Qilian, QIN Shunquan, WEI Kai. Equation for geometric shape control of structure formed in stages based on plane beam elements[J]. Bridge Construction, 2017, 47(4): 42–47 [Article] (in Chinese) [Google Scholar]
  13. LIN Pengzhen, LIU Yinglong, HE Zhigang. Construction alignment control of continuous steel truss girder and flexible arch bridge of high-speed railway[J]. Journal of Railway Engineering Society, 2019, 36(11): 45–50 (in Chinese) [Google Scholar]
  14. LU Weijie, RUI Xiaoting, YUN Laifeng, et al. Transfer matrix method for linear controlled multibody system[J]. Journal of Vibration and Shock, 2006(5): 24–27 24-27, 31, 189[Article] (in Chinese) [Google Scholar]
  15. SUN Jianpeng, LI Qingning. Precise transfer matrix method for struture analysis of curved bridge[J]. Chinese Journal of Applied Mechanics, 2010, 27(1): 196–199 196-199, 234[Article] (in Chinese) [Google Scholar]
  16. WANG Haitao, JIN Hui, ZHANG Jingyuan, et al. Transfer matrix method for calculating displacement of adjacent buried pipeline caused by subway tunnel construction[J]. Journal of the China Railway Society, 2019, 41(10): 93–98 [Article] (in Chinese) [Google Scholar]
  17. CHENG Lin, YANG Chengyong, MA Wenhui, et al. Deformation calculation and experimental study on buried pipes induced by subway tunnel excavation[J]. Journal of Huazhong University of Science and Technology, 2022, 50(4): 7–13 [Article] (in Chinese) [Google Scholar]
  18. CHENXiaogang. Research on the technology of ballastless track bridge deviation rectification by shifting beam in high-speed railway[J]. Journal of Railway Engineering Society, 2021, 38(4): 62–66 [Article] (in Chinese) [NASA ADS] [Google Scholar]
  19. HUANG Y, ZHENG H H, WNG M, et al. Geometry control technology of transition curve section in cross-sea bridge erected by precasting segment grider[J]. Applied Mechanics and Materials, 2013, 256/257/258/259: 1548–1553 [Google Scholar]
  20. ZHOU Lingyu, ZHENG Heng, HOU Wenqi, et al. Improved adjustment method for linear error of precasting segmental box girder by shor-line match method[J]. Journal of Huazhong University of Science and Technology, 2016, 44(9): 99–104 [Article] (in Chinese) [Google Scholar]
  21. 中交一公局集团有限公司. 公路桥涵施工技术规范[S]. JTG/T3650-2020 [Google Scholar]
  22. LU Xinzheng, JIANG Jianjing. Analyze the complex stress of concrete composite members with ANSYS solid 65 unit[J]. Building Structure, 20036): 22–24 [Article] (in Chinese) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.