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箱型截面空腹式刚架拱桥温度场的实测与研究
引用本文:房贞政,黄润,郑则群.箱型截面空腹式刚架拱桥温度场的实测与研究[J].福州大学学报(自然科学版),2005,33(2):212-217.
作者姓名:房贞政  黄润  郑则群
作者单位:福州大学土木建筑工程学院,福建,福州,350002
摘    要:通过对箱形梁刚架拱的实际工程监测,量测了其温度场的分布及其产生的温度荷载和温度应力变化情况.论述了箱形梁刚架拱,及其施工过程体系转换的温度应力的影响.通过对实际工程的监测,提出温度荷载在实测基础上采用指数函数拟合的简单方法

关 键 词:拱桥  温度场  箱形梁刚架拱  现场监测
文章编号:1000-2243(2005)02-0212-06
修稿时间:2004年9月3日

Temperature measuring and study of open spandrel rigid- framed arch bridge with box cross section
FANG Zhen- zheng,HUANG Run,ZHENG Ze- qun.Temperature measuring and study of open spandrel rigid- framed arch bridge with box cross section[J].Journal of Fuzhou University(Natural Science Edition),2005,33(2):212-217.
Authors:FANG Zhen- zheng  HUANG Run  ZHENG Ze- qun
Institution:(College of Civil Engineering and Architecture, Fuzhou University, Fuzhou, Fujian 350002, China)
Abstract:The temperature distribution, temperature load, and the stress resulted from temperature variations were measured during the construction monitoring of an open spandrel rigid-framed arch bridge with box cross section. Based on the measured data, the stresses resulted from temperature variations of this kind of bridge and its change of structural system are discussed in this paper, and a practical exponent function formula to fit the temperature distribution of box beam is recommended.
Keywords:arch bridge  temperature variation  rigid-framed arch with box section  monitoring in site  
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