A Self-Consistent Finite Difference Simulation Method for Quantum Well Electron Transfer Structures

1993 ◽  
Author(s):  
C. M. Weinert ◽  
N. Agrawal
Keyword(s):  
Electron Transfer ◽  
Finite Difference ◽  
Quantum Well ◽  
Simulation Method ◽  
Self Consistent

Design of high‐performance quantum well electron transfer modulators via self‐consistent modeling

1994 ◽  
Vol 65 (17) ◽  
pp. 2196-2198 ◽  
Author(s):  
Jin Wang ◽  
J. E. Zucker ◽  
J. P. Leburton ◽  
T. Y. Chang ◽  
N. J. Sauer
Keyword(s):  
Electron Transfer ◽  
Quantum Well ◽  
High Performance ◽  
Self Consistent

scholarly journals Self-consistent model for ambipolar tunnelling in quantum-well systems

1995 ◽  
Vol 10 (5) ◽  
pp. 577-585 ◽  
Author(s):  
C Presilla ◽  
V Emiliani ◽  
A Frova
Keyword(s):  
Quantum Well ◽  
Consistent Model ◽  
Self Consistent

Numerical Simulation for Uplift Bearing Capacity and Affecting Factors of the Digging Piles in Slope Ground

2013 ◽  
Vol 423-426 ◽  
pp. 1292-1295 ◽  
Author(s):  
Xing Yun Wang ◽  
Bin Peng ◽  
Xiao Chao Tang ◽  
Lian Fan
Keyword(s):  
Numerical Simulation ◽  
Regression Analysis ◽  
Finite Difference ◽  
Bearing Capacity ◽  
Mutual Effect ◽  
Simulation Method ◽  
Affecting Factors ◽  
Slope Ratio ◽  
Nonlinear Regression Analysis ◽  
Numerical Simulation Method

Based on the numerical simulation method, this paper has established the numerical simulation method by using of finite difference software of FLAC3D through establishing interface for digging pile-soil. It can consider mutual effect of digging pile-soil. The uplift bearing capacity of the digging pile in slope ground was calculated and the affecting factors of the bearing capacity were analyzed. The results show that the uplift bearing capacity has a negative correlation with the slope ratio, and has a positive correlation with the width or height of the foundation, which can be expressed as a quadratic polynomial. But when the slope ratio is smaller than a certain extent, the capacity no longer increases. Nonlinear regression analysis of calculation data are carried out. Finally, the calculation method of uplift bearing capacity about pile in the slope is developed, which can provide a reference to specification revision and engineering.

scholarly journals A Finite-Difference Simulation Method for Strongly Interacting Two-Layer Flow

1988 ◽  
Vol 1988 (163) ◽  
pp. 1-16 ◽  
Author(s):  
Hideaki Miyata ◽  
Masato Katsumata ◽  
Young-Gill Lee ◽  
Hisashi Kajitani
Keyword(s):  
Finite Difference ◽  
Simulation Method ◽  
Strongly Interacting ◽  
Layer Flow
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