Numerical analysis on distribution and response of acceleration field of pavement under moving load

Author(s):  
Guannan Yan ◽  
Zhoujing Ye ◽  
Wentao Wang ◽  
Linbing Wang
2014 ◽  
Vol 2014 ◽  
pp. 1-12 ◽  
Author(s):  
Bin Xu ◽  
Man-Qing Xu

A numerical method for evaluating the vertical vibration isolation effect of pile rows embedded in a viscoelastic half space subjected to a moving load is developed in this paper on the basis of the Cole-Cole model and Muki’s method. Based on the proposed method, the influence of various parameters on the vibration isolation effect of pile rows embedded in the viscoelastic half space is investigated numerically.


2014 ◽  
Vol 969 ◽  
pp. 188-191 ◽  
Author(s):  
Jozef Melcer ◽  
Daniela Kuchárová

There are characteristics which uniquely determine the dynamic individuality of every dynamical system. The frequency response functions can by considered as such characteristics. They are employed usually within the solution in frequency domain. These characteristics can be obtained by the numerical or experimental way. In the submitted paper the frequency response functions are analyzed for the lorry Tatra by numerical way. They are needed within the numerical analysis of moving load effect on pavement in the frequency domain.


Sign in / Sign up

Export Citation Format

Share Document