节点文献

浮桥结构在移动载荷作用下的振动响应

Vibration response of a moored multi-span uniform floating bridge under a moving load

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 施丽娟; 林铸明; 崔维成;

【Author】 SHI Lijuan1, LIN Zhuming2, CUI Weicheng1(1. School of Naval Architecture and Ocean Eng., Shanghai Jiaotong Univ., Shanghai 200030, China; 2. 308 Academy, Wuxi 214002, China)

【机构】 上海交通大学船舶与海洋工程学院; 308研究所; 上海交通大学船舶与海洋工程学院 上海 200030; 江苏 无锡 214002; 上海 200030;

【摘要】 浮桥的载荷具有移动性,并有可能在同时遭受风、浪、流联合作用的恶劣环境中使用。为了使浮桥的设计做到既经济又安全,必须对浮桥的载荷和强度有一个比较精确的评估方法。推导了适合模型计算的用户单元的特性矩阵,并将该用户单元导入现有大型有限元分析程序ABAQUS,利用其功能强大的求解器,求解了静水中自由浮式均匀梁在移动载荷作用下的振动响应,为后续研究奠定了基础。

【Abstract】 The floating bridge is of great importance in both martial and civil fields. In recent years, more and more attention has been paid to it. The load acting on the floating bridge is moving and the bridge may sometimes suffer from the load combined with the wind, wave and current. Therefore, in order to design the floating bridge safely and economically, a relatively accurate way should be developed to assess its load and strength. In this article, the property matrixes of the user elements are deduced, and introduced into the finite element analysis softwareABAQUS. By means of its powerful solver, the dynamic response of a moored multispan uniform floating bridge under a moving load is analyzed, which may be used as the base for further studies.

  • 【文献出处】 海洋工程 ,The Ocean Engineering , 编辑部邮箱 ,2003年03期
  • 【分类号】U448.19
  • 【被引频次】41
  • 【下载频次】531
节点文献中: 

本文链接的文献网络图示:

本文的引文网络