Dynamic Response Analysis of Structural Systems Using a Direct Integration Method

1979 ◽  
Vol 16 (3) ◽  
pp. 195-202
Author(s):  
J. S. Przemieniecki ◽  
R.J. Talbot
2000 ◽  
Vol 7 (1) ◽  
pp. 39-56 ◽  
Author(s):  
Jaroslav Mackerle

This bibliography lists references to papers, conference proceedings, and theses/dissertations dealing with finite element vibration and dynamic response analysis of engineering structures that were published from 1994 to 1998. It contains 539 citations. The following types of structures are included: basic structural systems; ground structures; ocean and coastal structures; mobile structures; and containment structures.


Author(s):  
Rehab M. El-Shiekh ◽  
Mahmoud Gaballah

AbstractIn this paper, the generalized nonlinear Schrödinger equation with variable coefficients (gvcNLSE) arising in optical fiber is solved by using two different techniques the trail equation method and direct integration method. Many different new types of wave solutions like Jacobi, periodic and soliton wave solutions are obtained. From this study we have concluded that the direct integration method is more easy and straightforward than the trail equation method. As an application in optic fibers the propagation of the frequency modulated optical soliton is discussed and we have deduced that it's propagation shape is affected with the different values of both the amplification increment and the group velocity (GVD).


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