Numerical analysis of the near field of ICRH antennas in a tokamak

2001 ◽  
Vol 27 (1) ◽  
pp. 30-35
Author(s):  
V. V. Breev ◽  
I. A. Kovan ◽  
N. B. Rodionov
Keyword(s):  
Numerical Analysis ◽  
Near Field

Numerical analysis of micro-aperture laser for near field optical data storage

2002 ◽  
Author(s):  
Xiaojin Jiao ◽  
Yonghua Lu ◽  
Hai Ming ◽  
Jiangping Xie
Keyword(s):  
Numerical Analysis ◽  
Data Storage ◽  
Near Field ◽  
Optical Data Storage ◽  
Optical Data

The Study on Automobile Electronic Key Systems using Numerical Analysis

2012 ◽  
Vol 490-495 ◽  
pp. 1655-1658
Author(s):  
Xu Song Sun
Keyword(s):  
Magnetic Field ◽  
Numerical Analysis ◽  
Near Field ◽  
Automobile Electronic

Paper was removed due to verbatim plagiarism. The original paper was published as follows: Sugahara, K.; Yamamoto, H..; Ouchi, H..; Nakano, Y.., "Numerical Analysis of Near-Field Magnetic Field for Automobile Electronic Key Systems," Magnetics, IEEE Transactions on , vol.43, no.8, pp.3375,3379, Aug. 2007 http://ieeexplore.ieee.org/xpls/icp.jsp?arnumber=4277913

Numerical Analysis of Shockwave Propagation in Urban Underpass

2012 ◽  
Vol 13 (2) ◽  
pp. 201-207
Author(s):  
Xin Li ◽  
Zhihua Wang ◽  
Guiying Wu
Keyword(s):  
Numerical Simulation ◽  
Numerical Analysis ◽  
Traffic Congestion ◽  
Traffic Accidents ◽  
Peak Pressure ◽  
Near Field ◽  
Horizontal Direction ◽  
Pressure Distributions ◽  
Blast Effects ◽  
Potential Damage

Abstract As an indispensable part of transportation system, urban underpass can alleviate traffic congestion and reduce traffic accidents effectively. In order to acquaint the hydrodynamics of shockwave in underpass and assess the potential damage and risk of bombing accidents, a numerical simulation was established to calculate the blast effects originating from the 13Kg TNT. Based on the location of detonation point, the shape of corridor section and the exit's cover, peak pressure distributions were predicted. The results indicate that the propagation of shockwave in horizontal direction switches to the inclined top of ground in a near-field due to the ground reflection and the set of exit's cover increases the risk of explosion to the structure and the users.

Dynamic Response of High Steep Rock Slopes Based on Wenchuan Near-Field Seismic Motion Characteristics

2010 ◽  
Vol 168-170 ◽  
pp. 1090-1097
Author(s):  
Shi Guo Xiao ◽  
Wen Kai Feng
Keyword(s):  
Numerical Analysis ◽  
Dynamic Response ◽  
Amplification Factor ◽  
Near Field ◽  
Seismic Load ◽  
Rock Slopes ◽  
Dynamic Amplification Factor ◽  
Seismic Motion ◽  
Dynamic Amplification ◽  
Motion Characteristics

Near-field seismic motion characteristics are analyzed in accordance with records of the 2008 Ms8.0 Wenchuan Earthquake measured at Wolong Station, upon which the determination of seismic load is introduced. Dynamic response features, such as acceleration, displacement and stress, of high steep rock slopes on the banks of Zipingpu Reservoir at a variety of locations resulting from horizontal seismic force are analyzed with a numerical analysis routine. The dynamic amplification factor on the slope top is determined, leading to a characterization of the mode of failure of the high steep slope. Analyses show that the dynamic amplification factor at the top of the slopes is about 1.34; however, dynamic response deformation features and stress state at different positions on the slope vary. Earthquake damage of the high steep rock slopes consists mainly of partial avalanche of the rock mass at the top of the slopes by joint cutting. Field investigations after the earthquake have partially confirmed the numerical analysis results presented in this paper.

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