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| 大跨径悬索桥与斜拉桥钢桥面铺装在竖向荷载静力作用下的力学特性研究 | |
| 引用本文： | 毛志轶,杜昕,骆峻伟.大跨径悬索桥与斜拉桥钢桥面铺装在竖向荷载静力作用下的力学特性研究[J].交通标准化,2006(6):42-44. |
| 作者姓名： | 毛志轶 杜昕 骆峻伟 |
| 作者单位： | 1. 东南大学交通学院,江苏,南京,210096 2. 江苏省交通规划设计院,江苏,南京,210005 3. 南京市公路建设处,江苏,南京,210008 |
| 摘 要： | 以润扬长江公路大桥为工程背景，研究悬索桥与斜拉桥桥面铺装在竖向荷载静力作用下的力学特性．研究结果表明，在做同类型的桥面铺装设计时，应考虑其桥型整桥力学特点，使桥面铺装设计更加合理。 |
| 关 键 词： | 悬索桥 斜拉桥 正交异性钢桥面板 桥面铺装 有限元方法 |
| 文章编号： | 1002-4786（2006）06-0042-02 |
| 收稿时间： | 2005-11-29 |
| 修稿时间： | 2005年11月29 |
Researching on Mechanical Properties of Long-span Suspension Bridge and Cable-stayed Bridge Deck Surfacing under Vertical Static Loading |
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| MAO Zhi-yi,DU Xin,LUO Jun-wei.Researching on Mechanical Properties of Long-span Suspension Bridge and Cable-stayed Bridge Deck Surfacing under Vertical Static Loading[J].Communications Standardization,2006(6):42-44. | |
| Authors: | MAO Zhi-yi DU Xin LUO Jun-wei |
| Institution: | 1.Transportation College, Southeast University, Nanjing 210096, China; 2. Institute of Communication Planning and Design of Jiangsu Province, Nanjing 210005, China; 3. Nanjing Highway Construction Department, Nanjing 210008, China |
| Abstract: | By studying on the mechanical properties of long-span suspension bridge and cable-stayed bridge deck surfacing under vertical static loading, taking Yangtse River bridge in Runyang as the engineering background, we can realize that we should consider the dynamic characteristics of the whole bridge during the design for pavement of bridge in different styles. |
| Keywords: | suspension bridge cable-stayed bridge orthodoxy transvers steel bridge pannel pavement of bridge surface finite element analysis |
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