[1]周云岗.基于迭代分析的多塔悬索桥合理成桥状态确定方法[J].郑州大学学报(工学版),2014,35(01):99-103.[doi:10.3969/j.issn.1671-6833.2014.01.023]
　Zhou Yungang.Analysis method of reasonable finished dead state of multi-town suspension bridges[J].Journal of Zhengzhou University (Engineering Science),2014,35(01):99-103.[doi:10.3969/j.issn.1671-6833.2014.01.023]
点击复制

基于迭代分析的多塔悬索桥合理成桥状态确定方法()
分享到：

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

卷:
35卷
期数:
2014年01期
页码:
99-103
栏目:
出版日期:
2014-02-28

文章信息/Info

Title:
Analysis method of reasonable finished dead state of multi-town suspension bridges
作者:
周云岗
同济大学建筑设计研究院(集团)有限公司,上海200092;同济大学土木工程学院,上海200092
Author(s):
Zhou Yungang
关键词:
Keywords:
DOI:
10.3969/j.issn.1671-6833.2014.01.023
文献标志码:
A
摘要:
基于传统悬索桥成桥状态计算方法,应用有限元法,提出了一种基于ANSYS有限元分析的确定多塔悬索桥主缆成桥线形的迭代算法.在此基础上,进行了3～6塔悬索桥试设计,针对试设计方案的合理成桥状态进行了算例分析,并与重力刚度理论计算结果进行了对比.算例表明,利用该方法可以准确地得到多塔悬索桥的成桥线形和内力.该方法不仅可以应用于平面缆索体系的成桥状态分析,同样也适用于空间缆索体系.
Abstract:
Based on the traditional calculation method of the finished state of suspension bridge and the finite element method, an iterative algorithm for determining the finished alignment of the main cable of multi-tower suspension bridge is proposed based on Ansys Finite Element Analysis. On this basis, the trial design of 3-6 tower suspension bridges is carried out, and the calculation results are compared with those of gravity stiffness theory. An example shows that the finished alignment and internal force of multi-tower suspension bridge can be obtained accurately by using this method. This method can be applied not only to the analysis of finished state of plane cable system, but also to the analysis of space cable system.

相似文献/References:

[1]刘世忠,刘永健,程高,等.公路桥梁车桥耦合振动数值分析方法[J].郑州大学学报(工学版),2014,35(01):94.[doi:10.3969/j.issn.1671-6833.2014.01.022]
　Liu ShizhongLiu YongjianCheng GaoWang XuLi NaZhao Mingwei.Numerical Analysis Method of Vehicle-Bridge Coupling Vibration for Highway Bridges[J].Journal of Zhengzhou University (Engineering Science),2014,35(01):94.[doi:10.3969/j.issn.1671-6833.2014.01.022]
[2]杜朝伟,郑开勋,蔡迎春,等.碳化腐蚀预应力空心板疲劳特性试验研究[J].郑州大学学报(工学版),2018,39(01):36.[doi:10.13705/j.issn.1671-6833.2018.01.029]
　Du Chaowei,Zheng Yuanxun,Cai Yingchun,et al.Experimental Study on Fatigue Characteristics of Prestressed Hollow Slab under Carbonation Corrosion[J].Journal of Zhengzhou University (Engineering Science),2018,39(01):36.[doi:10.13705/j.issn.1671-6833.2018.01.029]
[3]单玉麟,黄福云,罗小烨,等.整体桥台后大不平衡土压力计算方法研究[J].郑州大学学报(工学版),2022,43(02):84.[doi:10.13705/j.issn.1671-6833.2022.02.012]
　SHAN Yulin,HUANG Fuyun,LUO Xiaoye,et al.Study on Calculation Method of Larger Unbalanced Earth Pressure of Backfill behind Abutment in Integral Abutment Jointless Bridges[J].Journal of Zhengzhou University (Engineering Science),2022,43(01):84.[doi:10.13705/j.issn.1671-6833.2022.02.012]
[4]梁 岩,张卓航,班亚云,等.多跨连续梁-刚构桥地震易损性分析[J].郑州大学学报(工学版),2023,44(01):96.[doi:10.13705/j.issn.1671-6833.2022.04.003]
　LIANG Y,ZHANG Z H,BAN Y Y,et al.Seismic Fragility Analysis of Multi-span Continuous Girder-rigid Frame Bridges[J].Journal of Zhengzhou University (Engineering Science),2023,44(01):96.[doi:10.13705/j.issn.1671-6833.2022.04.003]

更新日期/Last Update: