| 桥梁双柱式桥墩的Pushover分析 |
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| 引用本文： | 高依强,陈永锋,李青宁.桥梁双柱式桥墩的Pushover分析[J].交通科技与经济,2014(4):40-43. |
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| 作者姓名： | 高依强 陈永锋 李青宁 |
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| 作者单位： | 陕西华路达公路勘察设计有限公司,陕西西安710068 |
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| 基金项目： | 国家自然科学基金资助项目（51078306） |
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| 摘 要： | 结构基于性能的抗震设计已成为结构抗震研究的主要方向,而作为该理论核心部分的Pushover分析方法有更进一步的发展空间。以实际桥梁结构为背景,对双柱式桥墩进行Pushover分析,其结果与反应谱分析法比较,结果表明该方法对双柱式桥墩有很好的适用性。
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| 关 键 词： | 基于性能的抗震设计 Pushover分析 桥梁结构 反应谱分析 |
The Pushover Analysis of Double-Column Piers |
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| GAO Yi-qiang,CHEN Yong-feng,LI Qing-ning.The Pushover Analysis of Double-Column Piers[J].Technology & Economy in Areas of Communications,2014(4):40-43. |
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| Authors: | GAO Yi-qiang CHEN Yong-feng LI Qing-ning |
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| Institution: | (Shanxi Hualuda Highway Survey and Design Limited Company,Xi＇an 710068,China) |
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| Abstract: | The performance based seismic design has become the main direction of the seismic research,and it＇s core of the theory-the Pushover analysis has the further development of potential. As the background the actual bridge, the result of the Pushover analysis of double-column piers compare with the result of response spectrum. It shows that the Pushover analysis has a good double-column pier applicability. |
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| Keywords: | the performance based seismic design pushover analysis bridge seismic response spectrumanalysis |
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