Discussion on the computer simulation experiment system used in college physics experiment

Author(s):  
Yafang Wang ◽  
Weigong Zhou ◽  
Yun Jiang ◽  
Xiaoyu Li
1995 ◽  
Vol 71 (5) ◽  
pp. 627-632 ◽  
Author(s):  
János Gál ◽  
Imre E. Bella

In this case study of the Saskatchewan provincial timber inventory, the major sources of errors were identified and suitable procedures presented for their estimation. Applying those procedures on a pilot area, the results showed that sampling error was by far the most important component affecting the accuracy of volume estimates. Variances arising from the use of taper functions to estimate tree volumes were under 0.05%, and variances from 3P subsampling were about 3% of the total variance. A computer simulation experiment showed that a 2% measurement bias in both diameter and height measurements may result in 8% bias in the volume estimate. Key words: 3P sampling, taper functions, error budget


1974 ◽  
Vol 11 (3) ◽  
pp. 397-401 ◽  
Author(s):  
S. Cuperman ◽  
L. R. Lyons

The quasi-linear concept of plateau formation along resonant diffusion surfaces is compared with the time evolution of the electron distribution function during a computer simulation experiment of whistler-mode waves in unstable plasmas. It is found that, as the wave intensities grow, plateau formation does indeed occur, with the distribution function becoming constant along diffusion surfaces at the time when wave intensities maximize. Following the formation of the plateaus, both the wave intensities and the slope of the distribution function along diffusion surfaces oscillate in a manner suggesting msh;mode coupling. Tbe slope of the distribution function along diffusion surfaces, which controls the linear wave growth rate, also gives good predictions of the sign of the actual wave growth rate during the experiment.


2021 ◽  
Vol 5 (41) ◽  
pp. 147
Author(s):  
M. Basara ◽  
Ya. Kovalchuk ◽  
N. Shynhera

The paper presents the results of experimental studies of the durability of a rectangular welded truss. The truss is made of profile pipes with butt joint nodes. A concentrated cyclic load is adopted for the construction, which corresponds to the operating mode of the roof truss with the ways for the bridge crane. The study was performed using the method of semi-natural and computer simulation experiment in ANSYS Workbench 17 environment. It was found that the loss of bearing capacity by the truss during operation occurs due to the fatigue crack initiation in the K-shaped node on the upper chord of the truss. The durability of the truss is determined by the ratio of the parameters of force and time of operation of the truss. The results of the semi-natural and computer simulation experiment were verified and the fatigue damage indicators coincided at the level of 5.7%.Keywords: welded truss, fatigue damage, truss nodes, durability of the truss.


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