| 独塔双索面斜拉桥抗震分析 |
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| 引用本文： | 贾成龙,沈玉妹.独塔双索面斜拉桥抗震分析[J].交通标准化,2010(7):166-169. |
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| 作者姓名： | 贾成龙 沈玉妹 |
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| 作者单位： | 南京先行交通工程设计有限责任公司,江苏,南京,210016 |
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| 摘 要： | 以江苏丹阳S122大运河桥为工程实例，介绍独塔双索面斜拉桥的抗震分析及计算方法，可为今后该类型桥梁的抗震设计提供参考。
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| 关 键 词： | 独塔双索面斜拉桥 抗震分析 丹阳S122大运河桥 设计 |
Seismic Analysis of Single-tower Double-sided Cable-stayed Bridge |
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| JIA Cheng-long,SHEN Yu-mei.Seismic Analysis of Single-tower Double-sided Cable-stayed Bridge[J].Communications Standardization,2010(7):166-169. |
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| Authors: | JIA Cheng-long SHEN Yu-mei |
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| Institution: | Nanjing Xianxing Traffic Engineering Design Co./a>;Ltd./a>;Nanjing 210016/a>;China |
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| Abstract: | Taking the S122 Great Canal Bridge of Jiangsu Danyang as the project instance,the seismic analysis and calculation of the single-tower double-plane cable-stayed bridge are introduced,which can provide reference for seismic design of this kind of bridge in future. |
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| Keywords: | single-tower double-plane cable-stayed bridge seismic analysis S122 Great Canal Bridge of Danyang design |
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