Safety Assessment and Strengthening for Long Span Double-curved Arch Bridge with Design Drawing Lost

被引:0
|
作者
Li, Li [1 ]
机构
[1] Xihua Univ, Sch Architecture & Civil Engn, Chengdu 610030, Peoples R China
关键词
double-curved arch bridge; safety assessment; strengthening; embedded bar technique; high-performance concrete; earthquake resistance;
D O I
10.4028/www.scientific.net/AMM.501-504.1301
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There are many old damaged double-curved arch bridges serviced for more than 40 years with design drawing lost are still used in West China. Based on the repair and improving the carrying capacity work of a damaged badly double-curved arch bridge whose design drawing is lost with main span of 41.0m constructed in 1962 in Sichuan province of China, health inspecting and safety assessment for this type bridge using non-destructive methods is studied. Then the strengthening design of filling concrete and enlarging the section method is proposed. High performance self-dense slight-expansion concrete and embedded bar techniques are applied in strengthening construction. After the strengthening work completed, the arch bridge is still in very good work condition experienced two devastating disasters of the 2008 Sichuan Wenchuan and the 2013 Sichuan Lushan earthquake, with the distance of bridge site to epicenter less than 100km, which proved the safety assessment and the strengthening design proposal are effective and feasible.
引用
收藏
页码:1301 / 1304
页数:4
相关论文
共 50 条
  • [21] A hybrid approach for safety assessment of the double span masonry vaults of the Brooklyn Bridge
    Talebinejad I.
    Fischer C.
    Ansari F.
    Journal of Civil Structural Health Monitoring, 2011, 1 (1-2) : 3 - 15
  • [22] The nonconventional thin-walled arch rib design and its numerical verification of a long span steel arch bridge
    Ma, Biao
    Yan, Hai
    Xu, Yan
    Zhang, Peijun
    THIN-WALLED STRUCTURES, 2013, 73 : 39 - 47
  • [23] Optimal allocation of the safety factors in a long-span suspension bridge design
    Sugiyama, Toshiyuki
    Fujino, Yozo
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1988, (398 pt I-10): : 167 - 175
  • [24] Study on the safety evaluation for long-span CFST arch bridge based on fuzzy integrated evaluation
    Liu, Muyu
    Yuan, Weiguo
    Ren, Fei
    Wuhan Ligong Daxue Xuebao/Journal of Wuhan University of Technology, 2003, 25 (05):
  • [25] Seismic assessment of a long-span arch bridge considering the variation in axial forces induced by earthquakes
    Alvarez, J. J.
    Aparicio, A. C.
    Jara, J. M.
    Jara, M.
    ENGINEERING STRUCTURES, 2012, 34 : 69 - 80
  • [26] Research on safety assessment of long-span concrete-filled steel tube arch bridge based on fuzzy-neural network
    Liu, Mu-Yu
    Yuan, Wei-Guo
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2004, 17 (04):
  • [27] SAFETY ASSESSMENT METHOD OF A REINFORCE LONG SPAN CONTINUOUS RIGID-FRAME BRIDGE
    Huang, Xueyang
    Xia, Zhanghua
    PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II, 2014, : 889 - 897
  • [28] Innovative Design of a Health Monitoring System and Its Implementation in a Complicated Long-Span Arch Bridge
    Zhou, Guang Dong
    Yi, Ting Hua
    Chen, Bin
    JOURNAL OF AEROSPACE ENGINEERING, 2017, 30 (02)
  • [29] Study of design parameters of beam-track interaction of long span hybrid bridge of beam and arch
    Dai, Gong-Lian
    Liu, Yao
    Bridge Construction, 2015, 45 (04) : 33 - 38
  • [30] Prediction and Monitoring of the Construction Vibration Effect on an Adjacent Old Long Span Double-Convex Arch Bridge
    Liang, Yu-xiong
    Feng, Qing-song
    Fu, Mei-zhen
    Wu, Bi-tao
    Lu, Jian-fei
    Tang, Guo-xi
    KSCE JOURNAL OF CIVIL ENGINEERING, 2022, 26 (05) : 2183 - 2201