| 某大跨预应力混凝土连续梁桥地震力计算 |
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| 引用本文： | 肖登平. 某大跨预应力混凝土连续梁桥地震力计算[J]. 山西建筑, 2007, 33(2): 340-342 |
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| 作者姓名： | 肖登平 |
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| 作者单位： | 铁道第三勘察设计院桥梁处,天津,430071 |
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| 摘 要： | 介绍了京津城际某大跨预应力混凝土连续梁桥地震力的计算情况,运用MIDAS有限元程序,采用反应谱分析方法计算地震力,以便为大跨预应力混凝土连续梁墩身和基础部分抗震设计提供依据。
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| 关 键 词： | 预应力 混凝土连续梁 反应谱分析 地震力 |
| 文章编号： | 1009-6825(2007)02-0340-03 |
| 修稿时间： | 2006-07-08 |
Earthquake force calculation of one big span and prestressed concrete continuous beam bridge |
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| XIAO Deng-ping. Earthquake force calculation of one big span and prestressed concrete continuous beam bridge[J]. Shanxi Architecture, 2007, 33(2): 340-342 |
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| Authors: | XIAO Deng-ping |
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| Affiliation: | XIAO Deng-ping |
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| Abstract: | It introduces the earthquake force calculation condition of one big span and prestressed concrete continuous beam bridge in the border between Beijing and Tianjin.The earthquake force is calculated by response spectrum analysis method through the finite element program which is midas in order to bring forward basis to the quake-proof design of big span concrete continuous beam pier shaft and foundation section. |
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| Keywords: | prestressed concrete continuous beam response spectrum analysis earthquake force |
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