| 高墩梁桥的地震反应分析 |
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| 引用本文： | 李睿,宁晓骏,叶燎原,李新乐. 高墩梁桥的地震反应分析[J]. 昆明理工大学学报(自然科学版), 2001, 26(5): 86-89 |
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| 作者姓名： | 李睿 宁晓骏 叶燎原 李新乐 |
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| 作者单位： | 昆明理工大学建筑工程学院, |
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| 摘 要： | 高桥墩在地震作用下的反应非常特殊，且破坏后修复困难，造价高，目前梁桥还是云南省各公路线上的的主桥型，本文针对梁桥编制了地震反应分析程序，并通过计算分析和比较，提出了在地震多发的山高墩梁桥的减震设计方法。
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| 关 键 词： | 高墩梁桥 减震 设计方法 地震反应 |
| 文章编号： | 1007-855X(2001)05-086-04 |
| 修稿时间： | 2001-01-11 |
Earthquake Response Analysis of Girder Bridge With High Pier |
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| LI Rui,NING Xiao-jun,YE Liao-yuan,LI Xin-Ie. Earthquake Response Analysis of Girder Bridge With High Pier[J]. Journal of Kunming University of Science and Technology(Natural Science Edition), 2001, 26(5): 86-89 |
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| Authors: | LI Rui NING Xiao-jun YE Liao-yuan LI Xin-Ie |
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| Abstract: | Earthquake response of high pier is very special, and it is very expensive when repair it after destroyed. Now girder bridge is the main type of bridge in Yunnan. In this paper, program for earthquake response analysis of girder bridge is made, and a method that reduce the earthquake response of girder bridge with high pier is put forward through analysis. |
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| Keywords: | high pier girder bridge shock absorption |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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