期刊文献+

单索面超宽箱梁混凝土斜拉桥主梁施工阶段的挠度验算及控制 被引量:1

Checking Calculation and Control of Deflection in Construction Period of Main Girder for Single-plane Ultra-wide Box Girder Concrete Cable-stayed Bridge
下载PDF
导出
摘要 主梁如何确定预拱度,并在施工中如何严格监测监控主梁线形及主塔变形,是该工程施工阶段的重中之重。利用MIDAS/Civil软件建模,对肇庆阅江大桥主桥悬臂浇筑进行有限元模拟,对监控给出的施工节段主梁挠度进行验算,并确立主梁施工阶段挠度测量、控制方法,应用于实践,确保主桥建设顺利进行。监控监测成果满足设计要求,达到预期目标,可供类似工程参考和借鉴。 The main girder how to determine the camber and how to strictly monitor and inspect the alignment of main girder and the deformation of main pylon is the priority among priorities of this engineering construction stage. The software MIDAS/Civil is used to establish the model to simulate the cantilever pouring of the main bridge for Yuejiang River Bridge of Zhaoqing, to check and calculate the monitored deflection of the main girder in the construction stage, and to determine the deflection measurement and control method in the construction stage of main girder. These are applied in the practices to ensure the smooth construction of the main bridge. The monitoring and inspection results satisfy the design requirements and achieve the anticipated goal, which can be referred for the similar projects.
作者 潘宣亦
出处 《城市道桥与防洪》 2018年第10期142-144,共3页 Urban Roads Bridges & Flood Control
关键词 单索面 超宽箱梁 混凝土斜拉桥 MIDAS/Civil建模 挠度 single-plane ultra-wide box girder concrete cable-stayed bridge MIDAS/Civil modeling deflection
  • 相关文献

参考文献3

二级参考文献11

  • 1Rito A. Aesthetics and bridge design. Structural Engineering International, 1992 ; 6(2) : 91--92.
  • 2Troyano L F,Armisen J M ,Suarez M A A. The inclined towers of the Ebro and Lerez bridge. Structural Engineering International, 1998 : 8 (4) : 258--260.
  • 3Takenouchi K. Single pylons for curved cable-stayed bridges. Structural Engineering International, 1998; 8 (4) :269--272.
  • 4Kominek M. The Marian bridge,Czech Republic. Structural Engineering International, 1998 : 8 (4) : 283--284.
  • 5Casa J R. Full scale dynamic testing of the Alamillo cable--stayed bridge in Sevilla (Spain). Earthquake Engineering and Structural Dynamics, 1995 : 24 (1) : 35--51.
  • 6Tan S C. Safti Link Bridge, design and construction. Defence Technology Group Seminars Aeries, Ministry ofDefense, Singapore, 1996 : 1--4.
  • 7Mottershead J E,Friswell M I. Model updating in structural dynamics: A survey. Journal of Sound and Vibration,1993; 167(2) : 347--375.
  • 8Brownjohn J M W, Lee J, Cheong B. Dynamic performance of a curved cable-stayed bridge. Engineering Structure,1999:21(11) : 1015--1027.
  • 9Allemang R J,Brown D L. A correlation coefficient for modal vector analysis. In:Proceedings of the 1st International Modal Analysis Conference, SEM, Orlando,1982:110--116.
  • 10缪长青,王义春,黎少华.矮塔混凝土斜拉桥成桥索力优化[J].东南大学学报(自然科学版),2012,42(3):526-530. 被引量:19

共引文献126

同被引文献17

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部