考虑舒适度涌溪人行玻璃悬索桥设计研究
[Abstract]:Simple pedestrian suspension bridge is favored by its beautiful appearance, simple structure, clear force and low cost. Its adaptability to geological topography is particularly strong, and the characteristics of high strength wire rope tensile strength are fully utilized. Long-span bridges can be built without the need to build high cable towers. Pedestrian suspension bridge has a good application prospect, so it is often used in mountain areas and tourist attractions. This paper first introduces the existing research results of pedestrian suspension bridge, then expounds the general basic calculation theory, finite element method, comfort evaluation method and the basic knowledge of optimization design theory of suspension bridge, and then uses the parametric design language of APDL in ANSYS to model the Yongxi pedestrian glass cable bridge, and then carries on the static and dynamic analysis to the suspension bridge based on the model. In this paper, taking the Yongxi pedestrian glass suspension bridge as the engineering background, some important parameters that affect the mechanical characteristics of the pedestrian suspension bridge are changed in the code, such as the rise-span ratio of the main cable, the span ratio, the glass size and so on, to compare and analyze the static and dynamic calculation results, to comprehensively study the mechanical characteristics of the pedestrian glass suspension bridge, and to study and summarize some mechanical properties of the pedestrian suspension bridge. In order to guide engineering practice. The advantages and disadvantages of reinforced concrete, glass and steel plate materials are analyzed. Based on Swiss and British codes, the comfort of Yongxi cable bridge is analyzed. Based on the nonlinear finite element analysis function and optimization design function of ANSYS software, the reasonable optimization method is used to optimize the project, and the minimum deformation of the main beam of suspension bridge is taken as the objective function. Firstly, the zero-order method is used, and then the first-order method is adopted based on the zero-order method, and more accurate results are obtained. By using finite element software, the optimized results are compared and analyzed, including static analysis, dynamic analysis and comfort analysis, so that the suspension bridge can reach a stable and comfortable state.
【学位授予单位】:福建农林大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U448.25
【参考文献】
相关期刊论文 前10条
1 王斐;易绍平;吴明远;;世界最大跨度人行悬索桥总体设计[J];公路;2016年03期
2 孙全胜;仇天天;;自锚式人行悬索桥合理成桥状态的确定[J];低温建筑技术;2016年01期
3 杨光;;人行悬索桥的舒适度分析[J];山西建筑;2015年07期
4 李扬;;大跨度CFRP缆索和钢缆索悬索桥经济性能对比研究[J];世界桥梁;2014年06期
5 曹国辉;胡佳星;张锴;刘超;;柔性悬索吊桥的几何非线性特性[J];中南大学学报(自然科学版);2014年02期
6 朱俊朋;鞠三;徐秀丽;李雪红;李枝军;;考虑舒适度的人行悬索桥振动控制[J];南京工业大学学报(自然科学版);2013年03期
7 马蕾;胡隽;何志勇;;人行索桥合理结构形式研究[J];世界桥梁;2012年03期
8 刘长天;吴华俊;吴东学;;浅谈柔性悬索桥加固设计[J];中国新技术新产品;2011年20期
9 侯贯泽;刘树堂;简国威;;工程结构优化设计理论与方法[J];钢结构;2009年08期
10 段然;李健;卢伟;宋文;;山区公路大跨柔性吊桥设计[J];林业建设;2009年03期
相关会议论文 前1条
1 戴利民;;大跨度预应力混凝土箱梁悬索桥可行性探讨[A];全国桥梁结构学术大会论文集(上册)[C];1992年
相关博士学位论文 前1条
1 宋志刚;基于烦恼率模型的工程结构振动舒适度设计新理论[D];浙江大学;2003年
相关硕士学位论文 前8条
1 周青松;人行悬索桥参数分析与优化设计[D];浙江大学;2010年
2 陈峰;混凝土自锚式人行悬索桥结构静动力行为分析研究[D];广东工业大学;2008年
3 乔永强;自锚式独塔悬索桥静动态分析[D];大连海事大学;2008年
4 陈阶亮;行人激励下人行天桥的振动舒适性研究[D];浙江大学;2007年
5 钱炜;柔性悬索桥静力分析及抗震性能研究[D];合肥工业大学;2007年
6 吴坤平;大跨度悬索桥动力特性计算及参数分析[D];长沙理工大学;2007年
7 郑玉国;基于优化理论的稳定型悬索桥有限元分析[D];昆明理工大学;2006年
8 官印生;柔性吊桥设计理论与方法研究[D];福建农林大学;2006年
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