Applied Mathematics and Mechanics (English Edition) ›› 1985, Vol. 6 ›› Issue (1): 1-8.

• 论文 •    下一篇

A SEMI-ANALYTICAL METHOD FOR STRUCTURE-INTERNAL LIQUID INTERACTION PROBLEMS

曹志远1, 张佑启2   

  1. 1. Institute of Engineering Mechanics. Academia Sinica, China. At Present Visiting Research Scholar, Department of Civil Engineering, University of Hong Kong, Hong Kong;
    2. Professor and Head, Department of Civil Engineering, University of Hong Kong, Hong Kong
  • 收稿日期:1984-08-03 出版日期:1985-01-18 发布日期:1985-01-18

A SEMI-ANALYTICAL METHOD FOR STRUCTURE-INTERNAL LIQUID INTERACTION PROBLEMS

Cao Zhi-yuan1, Y. K. Cheung2   

  1. 1. Institute of Engineering Mechanics. Academia Sinica, China. At Present Visiting Research Scholar, Department of Civil Engineering, University of Hong Kong, Hong Kong;
    2. Professor and Head, Department of Civil Engineering, University of Hong Kong, Hong Kong
  • Received:1984-08-03 Online:1985-01-18 Published:1985-01-18

摘要: A composite structure-internal liquid element is proposed in this paper. Through the use of analytical functions in two orthogonal directions. the three-dimensional problem of coupled structure-internal liquid vibration is reduced lo a one-dimensional one, resulting in a drastic reduction in computing efforts.Cylindrical and conical frusium composite elemenls are proposed lo suit different problems. and examples are presenled to demonsirate the accuraey of the method.

关键词: mixture theory, unsaturated soil, entropy inequality, constitutive equations, field equations

Abstract: A composite structure-internal liquid element is proposed in this paper. Through the use of analytical functions in two orthogonal directions. the three-dimensional problem of coupled structure-internal liquid vibration is reduced lo a one-dimensional one, resulting in a drastic reduction in computing efforts.Cylindrical and conical frusium composite elemenls are proposed lo suit different problems. and examples are presenled to demonsirate the accuraey of the method.

Key words: mixture theory, unsaturated soil, entropy inequality, constitutive equations, field equations

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