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  2019,Vol.14no.1 ,page:24-34

The Simplified Method for the Earthquake Induced Hydrodynamic Pressure on Elliptical Cylinder
Abstract:      Based on the radiation theory, the analytical solutions for the earthquake-induced hydrodynamic force on an elliptical cylinder caused by surrounded water are accurately derived in elliptical coordinate system. The dynamic equation for the dynamic interaction of water with elliptical cylinder is developed by finite element method, where the water-cylinder interaction is replaced by a full added mass matrix. However, the fully added mass matrix is difficult to be implemented in commercial software. Therefore, a lumped added mass matrix is presented to replace the fully added mass matrix with a correction factor, which is relevant to dimensionless parameters including width-depth ratio and ratio of long to short axis of the ellipse. In addition, the simplified formulas for the uniform added mass of the rigid elliptical cylinder are proposed by curve fitting method and these simplified formulas are the functions about the dimensionless parameters including width-depth ratio and ratio of long to short axis of the ellipse.
Author NameAffiliation
Wang Piguang Department of Civil Engineering, Tsinghua University, Beijing 100084, China;Key Lab of Urban rban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China 
Huang Yiming Key Lab of Urban rban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China 
Zhao Mi Key Lab of Urban rban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China 
Du Xiuli Key Lab of Urban rban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China 
Zhang Lihua North China Institute of Science and Technology, Beijing 101601, China 
Keywords:    Earthquake  Elliptical cylinder  Hydrodynamic pressure  Added mass
Received on:  April 28, 2018
椭圆形柱体地震动水压力的简化分析方法
摘要:    首先,文章基于辐射波浪理论,在椭圆坐标系下采用分离变量法推导了水中椭圆形柱体地震动水压力的解析解。之后,采用有限元方法建立了地震作用下水与结构相互作用的动力方程,方程中水体对结构的作用为一满阵的附加质量矩阵。满阵的附加质量矩阵难以在商业有限元中实现,因此提出了集中的附加质量矩阵方法,其中结构柔性引起的附加质量为集中附加质量矩阵和修正系数的乘积,该修正系数与无量纲参数宽深比和长短轴比相关。最后,通过曲线拟合,提出了刚性椭圆柱体动水力的均布附加量简化公式,该简化公式是无量纲参数宽深比和长短轴比的函数。
关  键  词:地震  椭圆柱体  动水压力  附加质量
基金项目:国家青年科学基金(51508528),国家自然科学基金创新研究群体项目(51421005),国家973计划项目课题(2015CB057902)
作者简介:王丕光,男,生于1985年。助理研究员。主要从事抗震研究。E-mail:wangpiguang1985@126.com
引用本文格式:王丕光,黄义铭,赵密,杜修力,张丽华.椭圆形柱体地震动水压力的简化分析方法[J].震灾防御技术英文版,2019,14(1):24-34  DOI:10.11899/zzfy20190103
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