| 钢管混凝土斜靠式拱桥静力性能及参数分析 |
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| 引用本文： | 陈峰,贺拴海,胡大琳,范伟擎.钢管混凝土斜靠式拱桥静力性能及参数分析[J].广西大学学报(自然科学版),2011,36(1):107-112. |
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| 作者姓名： | 陈峰 贺拴海 胡大琳 范伟擎 |
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| 作者单位： | 1. 长安大学,公路学院旧桥检测与加固技术交通行业重点试验室,陕西,西安,710064
2. 深圳市光明新区城市建设局,广东,深圳,518106 |
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| 基金项目： | 国家山区公路工程技术研究中心开放基金(gsgzj-2010-01); 旧桥检测与加固技术交通行业重点试验室开放基金(CHD2009JC041) |
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| 摘 要： | 为研究斜靠式钢管混凝土拱桥的结构受力特点以及稳定特征,以一座拟建的大跨径斜靠式拱桥为例,分析了其主要结构参数(矢跨比、吊杆间距、斜拱倾角、横撑数量及位置)对结构静力性能的影响.经过结构参数对比计算分析发现:当矢跨比由1/5变化至1/6时,内力值将出现较大幅度增加;吊杆间距的增大和横撑数量的减少对斜拱受力不利;倾角的减小...
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| 关 键 词： | 斜靠拱 空间效应 结构参数 静力性能 稳定屈曲分析 |
Analysis for the influence of structural parameters on static characteristics of CFST double X-shape arch bridge |
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| CHEN Feng,HE Shuan-hai,HU Da-lin,FAN Wei-jing.Analysis for the influence of structural parameters on static characteristics of CFST double X-shape arch bridge[J].Journal of Guangxi University(Natural Science Edition),2011,36(1):107-112. |
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| Authors: | CHEN Feng HE Shuan-hai HU Da-lin FAN Wei-jing |
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| Institution: | CHEN Feng1,HE Shuan-hai1,HU Da-lin1,FAN Wei-jing2(1.Key Laboratory of Ministry of Communications for Bridge Detection & Reinforcement Technology(Xi'an),Chang'an University,Xi'an 710064,China,2.Shenzhen Guangming New District Urban Construction Bureau,Shenzhen 518106,China) |
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| Abstract: | In order to study the static characteristics and the stability features of concrete-filled steel tubular(CFST)double X-shape arch bridges,a 100 m span bridge to be constructed is analyzed.The influence of the key structural parameters(the ratio of rise to span,the distance between the suspenders,the rake angle of inclined arch,the number and location of transverse braces) on the internal force of the entire bridge is analyzed.The results show that: when the ratio of rise to span changes from 1/5 to 1/6,the ... |
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| Keywords: | double X-arch bridge spatial effect structure parameter static characteristics buckling analysis |
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