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Autor:
Chen, Boyu, Liu, Shengkai, Zhi, Hongxin, Huang, Jin, Song, Han, Fan, Jiashen, Fu, Yujie, Liu, Zhiguo
Publikováno v:
Separation Science Plus; May2024, Vol. 7 Issue 5, p1-11, 11p
Autor:
Fan, Jiashen
Publikováno v:
In Applied Mathematical Modelling 2004 28(2):163-171
Autor:
Fan Jiashen
Publikováno v:
Applied Mathematical Modelling. 25(9):775-792
In this study, the governing equations for large deflection of elastic thin shallow shells are deduced into an algebraic cubic equation to determine the unknown coefficient of the assumed deflection by applying Galerkin's method in combination with t
Autor:
Fan Jiashen
Publikováno v:
Applied Mathematical Modelling. 25:793-801
This paper gives the analytical solution of mode III dynamic rupture having finite elastic deformation. The governing equation as a nonlinear PDE is deduced into an infinite system of nonlinear ODEs, and by applying the method of the successive itera
Autor:
Fan Jiashen
Publikováno v:
Applied Mathematics and Mechanics. 21:461-470
Introducing the nonlinear Rayleigh damping into the governing equation of the Mode III dynamic rupture for standard viscoelastic solid, this equation is a partial differential and integral equation. First, eliminating the integral term, a PDE of thir
Autor:
Fan Jiashen
Publikováno v:
Applied Mathematics and Mechanics. 21:335-340
The uniqueness for the solutions mentioned in the subject is proved by using the uniqueness of the solution for the internal boundary problem of Laplace and bi-Laplace equations of the first kind as well as of the second.
Autor:
Fan Lei, Fan Jiashen
Publikováno v:
Applied Mathematical Modelling. 15:416-424
In this study, nonlinear Rayleigh damping is adopted so that the exciting as well as decaying process can be described in a strong earthquake. The shell foundation is considered to be viscoelastic to reflect the inner friction between molecules of th
Publikováno v:
Applied Mathematical Modelling. 14(9):475-481
In this study, several mathematical modelling problems of traditional methods in seismic analysis of structures have been identified. It has been shown that assuming the motions of seismic response of structures to be harmonic or exponentially decayi