Space Analysis of Long-span Continuous Rigid Frame Bridges

被引:0
|
作者
Hao, Xianwu [1 ]
Yang, Yaxun [1 ]
机构
[1] Changan Univ, Lab Old Bridge Detect & Reinforcement Technol, Minist Transportat, Xian, Peoples R China
来源
关键词
Continuous rigid frame bridge; Cantilever cast; Stress; Deformation; Construction monitoring;
D O I
10.4028/www.scientific.net/AMR.671-674.1045
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the background of continuous rigid frame bridge,this paper considers the impact of the structural weight and the pre-stressed force in the construction phase,uses the ANSYS finite element analysis program to analyze the stress and strain of an continuous rigid frame bridge in the the largest cantilever state, focuses on different effects of the different radius of curvature and pier height.Through the analysis constructs the control mentality and the corresponding design proposal for the continuous rigid frame bridge had been provided.
引用
收藏
页码:1045 / 1050
页数:6
相关论文
共 50 条
  • [41] DYNAMIC RESPONSES OF LONG-SPAN CONTINUOUS RIGID FRAME BRIDGE SUBJECTED TO RUNNING HIGHWAY VEHICLES
    Zhu, Yan
    Zhang, Limin
    Li, Xiao-Zhen
    [J]. PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 1733 - 1738
  • [42] Aerostatic Reliability Analysis of Long-Span Bridges
    Su, Cheng
    Luo, Xiufeng
    Yun, Tianquan
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2010, 15 (03) : 260 - 268
  • [43] Damage Analysis of Long-Span Continuous Beam Bridges Under Strong Earthquakes
    Jia, Hongyu
    Wu, Weichang
    You, Gang
    Yang, Lei
    Peng, Qihui
    Zheng, Shixiong
    [J]. Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2023, 58 (06): : 1423 - 1431
  • [44] Seismic analysis of long-span continuous rigid frame bridges in cold regions:a case study of Bridge 1 in north of international tourism resort in Changbai Mountain
    YIN Xiao
    WU Di
    [J]. Global Geology, 2015, 18 (02) : 117 - 121
  • [45] DAMAGE FRAGILITY ANALYSIS FOR HIGH-PIER AND LONG-SPAN CONTINUOUS RIGID FRAME BRIDGE UNDER SCENARIO EARTHQUAKES
    Zhang, Kai
    Zhu, Xi
    Chen, Sixiao
    Ni, Yongjun
    Jiang, Hui
    Jiang, Cheng
    [J]. KEY TECHNOLOGIES OF RAILWAY ENGINEERING - HIGH SPEED RAILWAY, HEAVY HAUL RAILWAY AND URBAN RAIL TRANSIT, 2010, : 782 - 787
  • [46] Seismic damage analysis of a long-span continuous rigid frame bridge with high piers during typical construction stages
    Shi, Yan
    Zhang, Fenjie
    Han, Jianping
    Li, Jun
    Qin, Hongguo
    Yang, Xiong
    [J]. Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 39 (22): : 89 - 95
  • [47] ANALYSIS OF NON-UNIFORM SHRINKAGE EFFECT IN BOX GIRDER SECTIONS FOR LONG-SPAN CONTINUOUS RIGID FRAME BRIDGE
    Yuan, Zhuoya
    Ng, Pui-Lam
    Bacinskas, Darius
    Du, Jinsheng
    [J]. BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2018, 13 (02): : 146 - 155
  • [49] Anti-seismic reliability analysis of the high-pier long-span continuous rigid frame railway bridge
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
    不详
    [J]. Tiedao Xuebao, 2008, 2 (113-117):
  • [50] Research on impact coefficient for PC continuous rigid frame bridges with long-span under theory of vehicle-bridge system coupling vibration
    School of Bridge and Structural Engineering, Changsha University of Science and Technology, Changsha 410076, China
    [J]. Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2008, 21 (01): : 72 - 76