| 咸阳渭河大桥斜拉桥结构地震反应分析 |
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| 引用本文： | 白国良,史庆轩,杨应华,吴涛,沈镇静.咸阳渭河大桥斜拉桥结构地震反应分析[J].西安建筑科技大学学报(自然科学版),2000,32(4):329-333. |
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| 作者姓名： | 白国良 史庆轩 杨应华 吴涛 沈镇静 |
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| 作者单位： | 1. 西安建筑科技大学土木工程学院,陕西,西安,710055
2. 陕西省城市规划设计研究院市政室,陕西,西安,710032 |
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| 摘 要： | 在合理选取计算模型的基础上，对咸阳渭河大桥的主桥结构进行了多条地震波输入下的时程反应分析，分析计算结果，得出了初步结论。
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| 关 键 词： | 渭河大桥 时程分析法 地震反应 斜拉桥 主桥结构 |
| 文章编号： | 1006-7930(2000)04-0329-05 |
| 修稿时间： | 2000-05-15 |
Analyses on seismic response of the main bridge structure over the Weihe River in Xianyang |
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| BAI Guo-liang,SHI Qing-xcuan,YANG Yin-hua,WU Tao,SHEN Zhen-jin.Analyses on seismic response of the main bridge structure over the Weihe River in Xianyang[J].Journal of Xi'an University of Architecture & Technology,2000,32(4):329-333. |
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| Authors: | BAI Guo-liang SHI Qing-xcuan YANG Yin-hua WU Tao SHEN Zhen-jin |
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| Affiliation: | BAI Guo-liang
,SHI Qing-xcuan
,YANG Yin-hua
,WU Tao
;(School of Civil Eng., Xi'an Univ. of Arch. & Tech., Xi'an 710055, China);SHEN Zhen-jin
;(Muni. Sec. of Shaanxi Urban Planning & Design Inst., Xi'an 710032, China) |
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| Abstract: | Based on the reasonable selection of the calculating model, and by means of time history method, several earthquake waves were put in to investigate the seismic response of the Weihe River Bridge main structure. As a result of the analyses, a prelimiary conclusion was arrived at. |
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| Keywords: | weihe bridge time history method seismic response |
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