| 广东揭阳榕东大桥抗震咨询设计 |
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| 引用本文： | 李鸿滨,杨成斌.广东揭阳榕东大桥抗震咨询设计[J].合肥工业大学学报(自然科学版),2004,27(9):1020-1023. |
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| 作者姓名： | 李鸿滨 杨成斌 |
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| 作者单位： | 安徽省公路勘测设计院,安徽,合肥,230041;合肥工业大学,土木建筑工程学院,安徽,合肥,230009 |
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| 摘 要： | 文章以广东揭阳榕东大桥的抗震设防咨询设计为例,在对原有设计抗震烈度区划和场地土标准进行了重新评价的基础上,结合该桥结构特性及其在地震力作用下的反应,调整优化了基础设计,并按现有交通行业规范及地震反应谱对原有设计抗震标准进行了验算,为工程建设减少投资,合理确定大桥的地震设防做了有益的工作。
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| 关 键 词： | 地震等级 场地土 地震动力验算 |
| 文章编号： | 1003-5060(2004)09-1020-04 |
| 修稿时间： | 2004年3月9日 |
Consultative anti-seismic design of Rongdong Bridge in Jieyang City,Guangdong Province |
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| LI Hong-bin,YANG Cheng-bin.Consultative anti-seismic design of Rongdong Bridge in Jieyang City,Guangdong Province[J].Journal of Hefei University of Technology(Natural Science),2004,27(9):1020-1023. |
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| Authors: | LI Hong-bin YANG Cheng-bin |
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| Institution: | LI Hong-bin~1,YANG Cheng-bin~2 |
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| Abstract: | The consultative anti-seismic design of Rongdong Bridge in Jieyang City,Guangdong Province is described. The seismic intensity regionalization and the classification of the site soil in the former design is reconsidered. Based on the structural characteristics of the bridge and the possible response of the bridge under seismic force,the foundation design is optimized. The anti-seismic level in the former design is checked according to the current communications specifications and the seismic response spectra. The anti-seismic level of the bridge is determined reasonably,and the construction cost of the bridge reduced. |
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| Keywords: | earthquake magnitude site soil check on the seismic force |
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