| 独塔空间索面自锚式悬索桥结构设计 |
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| 引用本文： | 郭锦良.独塔空间索面自锚式悬索桥结构设计[J].城市道桥与防洪,2012(4):49-53,271. |
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| 作者姓名： | 郭锦良 |
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| 作者单位： | 广州瀚阳工程咨询有限公司,广东广州,510620 |
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| 摘 要： | 该文阐述了唐山湾国际旅游岛跨海特大桥主桥的结构设计,并引入"平良法"对有限元程序MIDAS/CIVIL进行操作,顺利完成主桥的受力分析及线形控制,结果表明主桥结构受力合理。
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| 关 键 词： | 自锚式悬索桥 设计 独塔 空间索面 平良法 力学分析 |
Structural Design of Single-pylon Spatial Plane Self-anchored Suspension Bridge |
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| Guo Jinliang.Structural Design of Single-pylon Spatial Plane Self-anchored Suspension Bridge[J].Urban Roads Bridges & Flood Control,2012(4):49-53,271. |
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| Authors: | Guo Jinliang |
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| Institution: | Guo Jinliang |
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| Abstract: | The article sets forth the structural design of the main bridge of the over-long crossing-sea bridge for Tangshanwan International Tourism Island,and introduces "Ping Liang" Method to operate the finite element program MIDAS/CIVIL to successfully complete the stress analysis and linear control of the main bridge.The result shows that the structural stress of the main bridge is reasonable. |
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| Keywords: | self-anchored suspension bridge design single pylon spatial plane Ping Liang Method mechanics analysis |
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