scholarly journals Numerical Analysis of Interactions of High Voltage Solar Panels with the Ionospheric Plasma.

Shinku ◽  
1997 ◽  
Vol 40 (3) ◽  
pp. 242-244
Author(s):  
Hirokazu TAHARA ◽  
Kazuki TAKAGI ◽  
Toshiaki YASUI ◽  
Takao YOSHIKAWA
Keyword(s):  
Numerical Analysis ◽  
High Voltage ◽  
Ionospheric Plasma ◽  
Solar Panels

Ground studies of ionospheric plasma interactions with a high voltage solar array

1990 ◽  
Vol 27 (4) ◽  
pp. 417-424 ◽  
Author(s):  
H. Kuninaka ◽  
Y. Nozaki ◽  
S. Satori ◽  
K. Kuriki
Keyword(s):  
High Voltage ◽  
Ionospheric Plasma ◽  
Solar Array ◽  
Plasma Interactions

Numerical Analysis and Experiment of Floating Conductive Particle Motion Due to Contact Charging in High-Voltage System

2016 ◽  
Vol 52 (3) ◽  
pp. 1-4 ◽  
Author(s):  
Kang Hyouk Lee ◽  
Myung Ki Baek ◽  
Seung Geon Hong ◽  
Young Sun Kim ◽  
Hong Soon Choi ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
High Voltage ◽  
Particle Motion ◽  
Conductive Particle ◽  
Contact Charging ◽  
High Voltage System

Monitoring and Numerical Analysis on Displacement of High-Voltage Pole around Foundation Pit Excavation

2013 ◽  
Vol 353-356 ◽  
pp. 624-627
Author(s):  
Jie Liu ◽  
Kun Hou ◽  
Shi Lun Feng
Keyword(s):  
Finite Element ◽  
Comparative Analysis ◽  
Numerical Analysis ◽  
High Voltage ◽  
Design Method ◽  
Soil Deformation ◽  
Foundation Pit ◽  
Finite Element Software ◽  
Allowable Range ◽  
Requirements Monitoring

The influence of excavation on surrounding buildings has been studied widely,but there was little attention to its reliability of reinforcement. In this paper, which was based on an excavation project of a security housing in Tianjin, about fourty thousand square meters, numerical analysis on wire poles were carried out by using finite element software Plaxis2D,and the comparative analysis is made with monitoring results.The results show that,when there is no reinforcement, foundation pit excavation will cause the displacement of wire poles more than allowed; after reinforcement, the numerical results of wire poles displacement conform to the requirements,monitoring data also shows that the wire poles displacement is in the allowable range. Results indicate that the reinforcement can improve the soil deformation effectively, and the design method is reliable.

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