| 基于欧洲规范的高桩码头结构地震作用分析 |
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| 引用本文： | 龙友立,卢生军. 基于欧洲规范的高桩码头结构地震作用分析[J]. 水运工程, 2017, 0(4): 105-110 |
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| 作者姓名： | 龙友立 卢生军 |
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| 作者单位： | 广东省航运规划设计院有限公司，广东广州 510050,中交第四航务工程勘察设计院有限公司，广东广州 510230 |
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| 摘 要： | 根据欧洲规范BS EN 1998的有关规定,采用有限元计算软件ANSYS中的振型分解反应谱法,对纵、横两个方向水平地震作用下的某高桩码头结构进行分析,得到码头结构钢管桩基础的轴力、弯矩等结果及其分布规律。
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| 关 键 词： | 欧洲规范 振型分解反应谱法 高桩码头 |
Seismic analysis of suspended deck structures based on Eurocode |
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| LONG Youli and LU Shengjun. Seismic analysis of suspended deck structures based on Eurocode[J]. Port & Waterway Engineering, 2017, 0(4): 105-110 |
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| Authors: | LONG Youli and LU Shengjun |
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| Affiliation: | Guangdong Province Planning & Design Institute for Water Transportation Co.,Ltd.,Guangzhou 510050,China and CCCC-FHDI Engineering Co.,Ltd.,Guangzhou 510230,China |
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| Abstract: | Based on relevant provisions of Eurocode BS EN 1998,we study a high-piled wharf structure under longitudinal and transverse seismic action by the modal response spectrum analysis method of software ANSYS,and obtain the results of the axial force and bending moment for the steel pile foundation of wharf structure together with the distribution law. |
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| Keywords: | Eurocode modal response spectrum analysis method high-piled wharf structure |
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