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劣化拱轴线大跨石拱桥拱上建筑调载工序研究
引用本文:周建庭,邓智,袁瑞,蓝勇,陈琦.劣化拱轴线大跨石拱桥拱上建筑调载工序研究[J].重庆交通大学学报(自然科学版),2010,29(1):16-19.
作者姓名:周建庭  邓智  袁瑞  蓝勇  陈琦
作者单位:重庆交通大学,重庆,400074;重庆交通大学,重庆,400074;重庆交通大学,重庆,400074;重庆交通大学,重庆,400074;重庆交通大学,重庆,400074
基金项目:交通运输部西部交通建设科技项目(200731895041);;重庆市杰出青年科技项目(CSTC,2008BA6038)
摘    要:在分析附加内力对劣化拱轴线大跨度石拱桥内力影响的基础上,运用影响线加载法对拱上建筑进行分节段分步骤调整,通过Midas/Civil结构软件对调载工序进行验证,提出劣化拱轴线大跨度石拱桥拱上建筑合理调载工序。工程实践应用表明,所提出的劣化拱轴线大跨石拱桥拱上建筑调载工序是合理的、可行的。

关 键 词:石拱桥  调载工序  拱轴线  拱上建筑  附加内力

Adjusting Load Process of Spandrel Construction for Large-Span Stone Arch Bridge with Deteriorated Arch Axis
ZHOU Jian-ting,DENG Zhi,YUAN Rui,LAN Yong,CHEN Qi.Adjusting Load Process of Spandrel Construction for Large-Span Stone Arch Bridge with Deteriorated Arch Axis[J].Journal of Chongqing Jiaotong University,2010,29(1):16-19.
Authors:ZHOU Jian-ting  DENG Zhi  YUAN Rui  LAN Yong  CHEN Qi
Institution:Chongqing Jiaotong University;Chongqing 400074;China
Abstract:Basing on the analysis of additional internal forces influencing the long-span stone arch bridge with deteriorated arch axis,spandrel construction is adjusted in steps and segments by the influence line loading method. The adjusting load process is verified by Midas/Civil structure software,and the reasonable adjusting load process of spandrel construction for long-span stone arch bridge with deteriorated arch axis is proposed. In light of engineering practice,it is showed that the adjusting load process pr...
Keywords:stone arch bridge  adjusting load  arch axis  spandrel construction  additional internal force  
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