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三塔自锚式悬索桥模型试验研究
引用本文:房贞政,陈永健,张超.三塔自锚式悬索桥模型试验研究[J].福州大学学报(自然科学版),2011,39(4):568-574.
作者姓名:房贞政  陈永健  张超
作者单位:福州大学土木工程学院;
摘    要:介绍福州市螺洲大桥试验模型的设计、试验过程和试验研究结果.通过对实测结果与有限元计算结果的分析对比,研究三塔自锚式悬索桥这一新型结构形式的静力行为.结果表明,三塔自锚式悬索桥的结构变形和内力与外荷载基本呈线性关系,主梁挠度与主塔的水平位移之间存在密切关系,主塔刚度对多塔自锚式悬索桥的竖向刚度影响较大.

关 键 词:多塔  自锚式悬索桥  模型试验  有限元  螺洲大桥  福州

Model study on self-anchored suspension bridge with three towers
FANG Zhen-zheng,CHEN Yong-jian,ZHANG Chao.Model study on self-anchored suspension bridge with three towers[J].Journal of Fuzhou University(Natural Science Edition),2011,39(4):568-574.
Authors:FANG Zhen-zheng  CHEN Yong-jian  ZHANG Chao
Institution:FANG Zhen-zheng,CHEN Yong-jian,ZHANG Chao(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China)
Abstract:This thesis introduces the model design,test process and test results of Luozhou bridge in Fuzhou.And some research has been done in the static behavior of a new type of structure,the structure of self-anchored suspension bridge with three towers,by analyzing the test results and FEM results.The results show that the relationship between reflection of self-anchored suspension bridge with three towers and load is linear.Vertical deflection of girder is closely related to horizontal deflection of tower top,an...
Keywords:multi-tower  self-anchored suspension bridge  model test  finite element  Luozhou bridge  Fuzhou  
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