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Closure technique for the hybrid girder cable stayed bridge of Edong Bridge
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作者 Liu Minghu Tan Hao +1 位作者 Xu GuoPing Zhao Canhui 《Engineering Sciences》 EI 2012年第4期51-56,共6页
Based on Edong Yangtze River Bridge, which is the second longest hybrid girder cable stayed bridge with 926 m long main span, the influencing factors and crucial techniques of the main span closure method for long spa... Based on Edong Yangtze River Bridge, which is the second longest hybrid girder cable stayed bridge with 926 m long main span, the influencing factors and crucial techniques of the main span closure method for long span hybrid girder cable stayed bridge are studied. After theoretical analysis, numerical evaluation and practical test, the loading assistant closure method is employed in Edong Yangtze River Bridge. The loading assistant closure method, with better thermal adaptability and less influence on bridge line and the forced status, can meet the requirements of the unstressed state control method. Based on the mentioned advantages, the loading assistant closure method is applicable to long span hybrid girder cable stayed bridges. The conclusion can provide a reference for the further design of the similar bridges. 展开更多
关键词 混合梁斜拉桥 长江大桥 封闭技术 鄂东 无应力状态控制法 关闭方法 影响因素 数值计算
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