[1]林志兴,杨立波,李文勃..斜拉索顺桥向风阻系数的试验研究[J].郑州大学学报(工学版),2005,26(01):38-41.[doi:10.3969/j.issn.1671-6833.2005.01.010]
　LIN Zhixing,Yang Libo,Li Wenbo.Experimental study on the wind resistance coefficient of cable-stayed bridge[J].Journal of Zhengzhou University (Engineering Science),2005,26(01):38-41.[doi:10.3969/j.issn.1671-6833.2005.01.010]
点击复制

斜拉索顺桥向风阻系数的试验研究()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
26
期数:
2005年01期
页码:
38-41
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Experimental study on the wind resistance coefficient of cable-stayed bridge
作者:
林志兴; 杨立波; 李文勃.
同济大学土木工程防灾国家重点实验室,上海,200092, 同济大学土木工程防灾国家重点实验室,上海,200092, 同济大学土木工程防灾国家重点实验室,上海,200092
Author(s):
LIN Zhixing; Yang Libo; Li Wenbo
关键词:
桥梁工程;  斜拉桥;  拉索;  阻力系数;  风洞试验
Keywords:
DOI:
10.3969/j.issn.1671-6833.2005.01.010
文献标志码:
A
摘要:
采用风洞试验的方法研究了4种不同表面的斜拉索(包括1种光索、2种螺旋线索和1种凹坑索)在不同倾角下的顺桥向阻力系数.试验结果表明:凹坑索和2mm螺旋线索的阻力系数相差不大,均可应用于斜拉桥的设计当中.根据试验结果给出了形式上比较简单的用于计算斜拉索不同倾角下阻力系数值的拟合公式.分析表明,此拟合公式和试验结果拟合较好且偏于安全.
Abstract:
The wind tunnel test method was used to study the resistance coefficient of the bridge at different inclination angles of four different surfaces (including one light cable, two spiral cues and one pit cable) at different inclination angles. The test results show that the resistance coefficients of pit cable and 4mm spiral clue are not much different, and they can be applied to the design of cable-stayed bridge. According to the experimental results, a relatively simple fitting formula for calculating the resistance coefficient value of the cable-stayed cable at different inclination angles is given. The analysis shows that this fitting formula and the experimental results fit well and are safe.

相似文献/References:

[1]邬晓光,贺攀,何启光,等.陕西省连续箱梁桥底板实测竖向温度梯度研究[J].郑州大学学报(工学版),2019,40(03):13.[doi:10.13705/j.issn.1671-6833.2018.06.006]
　Wu Xiaoguang,He Pan,He Qilong,et al.Study on Measured Vertical Temperature Gradient of Continuous Box Beam Bridge in Shaanxi Province[J].Journal of Zhengzhou University (Engineering Science),2019,40(01):13.[doi:10.13705/j.issn.1671-6833.2018.06.006]
[2]张岗,贺拴海..非稳对流模式下混凝土箱梁内生热场与计算方法[J].郑州大学学报(工学版),2010,31(04):11.[doi:10.3969/j.issn.1671-6833.2010.04.003]
[3]白桦,刘健新,胡庆安..大跨度半拱式异形桥梁抗风性能研究[J].郑州大学学报(工学版),2010,31(05):22.[doi:10.3969/j.issn.1671-6833.2010.05.006]
[4]张俊光,刘永健,姚晓荣,等.刚性悬索加劲钢桁梁桥结构参数敏感性分析[J].郑州大学学报(工学版),2010,31(05):55.[doi:10.3969/j.issn.1671-6833.2010.05.014]
[5]任翔,何青,佟阳,等.混凝土桥塔温度场和空间应力场分析[J].郑州大学学报(工学版),2011,32(02):62.[doi:10.3969/j.issn.1671-6833.2011.02.016]
[6]闫磊,任伟..FRP加固桥梁受弯构件的可靠性分析[J].郑州大学学报(工学版),2011,32(02):80.[doi:10.3969/j.issn.1671-6833.2011.02.020]
[7]吝红育,刘永健,任翔..矩形钢管混凝土桁架静力性能非线性有限元分析[J].郑州大学学报(工学版),2011,32(05):15.[doi:10.3969/j.issn.1671-6833.2011.05.004]
[8]蒋培文,贺拴海,宋一凡,等.多车辆一大跨连续梁桥耦合振动响应分析[J].郑州大学学报(工学版),2011,32(05):91.[doi:10.3969/j.issn.1671-6833.2011.05.023]
[9]高小妮,贺拴海,宋一凡..基于两类结构形式的索梁锚固区力学行为分析[J].郑州大学学报(工学版),2012,33(06):59.[doi:10.3969/j.issn.1671-6833.2012.06.014]
　GAO Xiaoni,HE Shuanhai,SONG Yifan.Mechanical Behavior Analysis of Cable-Girder Anchorage Based onTwo Kinds of Structure Form[J].Journal of Zhengzhou University (Engineering Science),2012,33(01):59.[doi:10.3969/j.issn.1671-6833.2012.06.014]
[10]胡圣能..桥梁景观评价的集对分析模型[J].郑州大学学报(工学版),2013,34(04):36.[doi:10.3969/j.issn.1671-6833.2013.04.009]
　HU Sheng-neng.Set Pair Analysis Model for Bridge Landscape Assessment[J].Journal of Zhengzhou University (Engineering Science),2013,34(01):36.[doi:10.3969/j.issn.1671-6833.2013.04.009]
[11]戴鹏,郝宪武,狄谨..大跨径PC斜拉桥地震响应非线性分析[J].郑州大学学报(工学版),2006,27(04):79.[doi:10.3969/j.issn.1671-6833.2006.04.020]
　DAI Peng,HAO Xianwu,Di Jin.Nonlinear analysis of seismic response of long-span PC cable-stayed bridges [J].Journal of Zhengzhou University (Engineering Science),2006,27(01):79.[doi:10.3969/j.issn.1671-6833.2006.04.020]

更新日期/Last Update: 1900-01-01