教授 博士生导师 硕士生导师
任职 : 土木水利实验教学中心(国家级示范中心)主任
性别: 男
毕业院校: 大连理工大学
学位: 博士
所在单位: 土木工程系
学科: 结构工程
办公地点: 土木工程学院(综合实验三号楼)527
联系方式: 0411-84708515-16
电子邮箱: chentg@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2012-01-01
发表刊物: Applied Mechanics and Materials
收录刊物: CPCI-S、Scopus
卷号: 226-228
页面范围: 1353-1358
ISSN号: 9783037855072
关键字: Jacket wharf structure; Vibration characteristic; Dynamic Response; Reinforced concrete pile
摘要: With the large ship transportation for bulk cargo marine development, construction of modem offshore deep water wharf is becoming more and more important. Based on the view of domestic offshore deep water wharf, the jacket structure was proposed as deep water light wharf In consideration of the structure dynamic responses and the pile foundation pull-out resistance, three types of pile foundation were adopted, which are the hollow steel piles, the reinforced concrete pile and the hollow steel piles poured with granular materials. By finite element method the vibration characteristic and transient dynamic response to wave load were calculated. The results show that the jacket structure's dynamic response to wave is not obvious. Also the structure with reinforced concrete pile can reduce the structure vibration displacement.