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As a result, the reduction of allowable stress or allowable defect size due to misalignment is exaggerated by the use of the formula for unrestrained flat plates [2,3].
Note also that the reduction of the net cross-sectional area due to the growth of the notch from ductile tearing did not prevent remote yielding from occurring.
More data or analysis is needed to confirm whether a 20% level of misalignment is generally acceptable.

Analytical solution along basic dimension is apparently preferable in all aspects for qualitative analysis of calculation data.
The reduction of the initial boundary problem to multipoint boundary problem for the first-order system of ordinary differential equations with operational coefficients by separation of derivatives with respect to the basic dimension.
The reduction (after introduction of additional unknowns) of the considering problem to resulting multipoint boundary problem for the first-order system of ordinary differential equations with piecewise-constant coefficients.

The model is verified using experimental data; it indicates that the neural network model has a good effect on the forecast of the diagonal crack widths.
However, the artificial neural network served as non-linear statistical data modeling tools, they is often used to model the complex relationships between inputs and outputs or to find patterns in data.
Before carrying on the network training, it needed to normalized data.
This paper adopted 0-1 data matrix method, the training value was reduced as ratio of input value to the maximum input value.
The result is that the output value agreed with the experimental data.

The theoretical results are in agreement with experimental data.
The theoretical results are found to be in good agreement with experimental data.
For MSMA, according to experimental data, we take
In Fig.3, the solid curves got from the above model and the dash curves from experimental data are for fixed axial field, variable transverse field, while the dot curves from the present model and the dash-dot curves from experimental data are for fixed transverse field, variable axial field.
The theoretical results are found to be in general agreement with experimental data.

Based on the investigate data of Wenchuan earthquake and other previous seismic data, the typical damage of brick-timber structures are summarized and the earthquake resistant design methods and research status are discussed, the earthquake resistant capability of brick-timber structure are also analyzed.
The data show that more than 99% of destructive earthquakes occurred in rural areas in the last 20 years in China [1].
A large number of buildings damaged in this earthquake and provides us valuable data.
We make an overall investigation on brick-timber structures in different seismic regions and analysis their typical damage combining previous damage data.
By now, the research is mainly based on the seismic survey and shaking-table-test data.

The authors conclude that the samples obtained from the fuel element industry can be melting in a VAR furnace, modified to accommodate low density electrodes, allowing a reduction up to 40 times the original storage volume, however, it is necessary to remelt the ingots to correct their composition in order to recycle the original zirconium alloys chips. in a process to reduce volume and allow the reutilization of valuable Zircaloy scraps.
The tendency curve plotted on the experimental data allows the authors to estimate an increase in the apparent density up to 1544 kg/m3 to 300 kN compressing load.
The consolidation process of the zirconium alloy chips by melting in the VAR furnace would allow a 40-fold reduction in the inventory of INB chips, reducing environmental risks as well pyrophoric accidents.

Furthermore, a study by Marchetti et al. [29] reported that a bucket handle tear (50 mm) led to a substantial rise in CP (121%) and a significant reduction in CA (53%).
For example, an experimental study found that 50% radial tear causes a greater reduction in the strain (4.67-2%) in the anterior portion and a marginal increase in strain in the posterior portion (2-2.5%), while 100% radial tear resulted in the total loss of functionality of the meniscus [28].
For example, an experimental study reported that 100% radial tear in the posterior horn of LM causes a 50% rise in CP and a 47% reduction in CA relative to that of the intact knee joint [43].
Marchetti et al. [29] 2017 57(41-65) 12 bucket handle tear in MM (50 mm) 1000 N, Tekscan pressure sensor bucket handle tear (50 mm) led to a substantial rise in CP (121%) and a significant reduction in CA (53%) Muriuki et al. [30] 2011 53.6 (46-72) 11 Longitudinal tear in MM (peripheral one-third in the posterior horn with a length of ~ 15- 20 mm) 1000 N, pressure-sensitive film a decrease in CA of 18% and an increase in CP of 32% at full extension of the knee.
Mononen et al. [10] 2013 Radial Tear (66%) in LM (middle, posterior and anterior horns) Cartilage-Hexahedral elements with fluid pressure and reduced integration, Meniscus- Hexahedral elements with reduced integration without fluid pressure, bones and ligements-not modeled Cartilage- fibril reinforced poroviscoelastic (FRPVE) material properties, Meniscus- elastic transversely isotropic, E1=E3=20 MPa, E2=140 MPa, ν13=0.2, ν12=ν23=0.3, G12=G23=50 MPa, G13=8.33 MPa Gait cycle data was applied on the reference point, the bottom surface of tibial cartilage was fixed There was an increase of 300%, 430%, and 1530% in stresses at the ends of the middle, posterior and anterior tears, respectively as compared to the corresponding regions in the intact LM. 66% radial tear had a minor influence on the stresses in the cartilage Kedgley et al. [54] 2019 Lateral Meniscal Tear Bones, Cartilage and Meniscus-linear tetrahedral, ligaments-not modeled Bones-Rigid, Cartilage-linearly elastic and isotropic

Faults occurrence is inevitable in real world and a practical alternative approach is the reduction of fault consequences.
In [24] a prototype of the holonic supervisory control and data acquisition (HSCADA) is presented and applied for IB, and according authors, it has the characteristics of flexibility, scalability, reconfiguration and integration.
It is based on predefined priorities such as: reduction of the performance, shorter recovery time, etc., and on historical data, from where it is possible to measure the statistical significance of each type of fault in terms of frequency rate, recovery time, and operational cost.
The last phase is the “learning phase”, which involves the storage of relevant data for use in further cases.
“Holonic supervisory control and data acquisition kernel for 21stcentury intelligent building system”.

This paper regards the interface as a basic analysis unit which can record reliable data of the automation software preparing for automation software chain concurrent reliable predictions.
The operation station provides different services for the different customers based on relative data; the engineer station can update the parameters, such as time, log and amounts of hardware, according to the requirements.
Table 1 The reliability of sub-service S2 Time（h） Reliability m=1 m=2 m=3 100 0.9856 0.9877 0.9878 500 0.9727 0.9834 0.9835 1000 0.9567 0.9782 0.9781 1500 0.9256 0.9673 0.9673 2000 0.9054 0.9566 0.9567 2500 0.8663 0.9461 0.9462 3000 0.8382 0.9358 0.9358 Table 1 describes the reliability data of the software sub-service.
From the figure 2, the amounts of the alternatives will gradually increase with the increase of the concurrent data structures and the reliability of the sub-servicewill increase accordingly.
The detailed data is shown in table 2.

Data Resourses and Data Processiong Grassland plots selection According to 1:100 million Chinese map of grassland resources [4] relative to the true value for the data, select the study area, lowland meadow, mountain meadow, temperate meadow steppe, temperate steppe and temperate desert steppe grassland, which the grassland types were selected from 50 to 65 samples.
MODIS extraction of vegetation indices Geographic coordinates using GCS_WGS_1984, remote sensing data to 2005 8-day one of MODIS data, MODIS images using near-infrared band and red band data calculated MODIS NDVI vegetation index.
Monthly maximum NDVI image synthesis Calculated based on MODIS EVI vegetation index data, and calculated using the maximum synthesis of the maximum monthly EVI, in the images, the pixel maximum is EVI for the month.
Use EVI monthly maximum of the image as a spatial and temporal variations of the grassland types in the analysis of data.
Evaluation of MODIS MOD13Q1 data in desertification in the north area of Xinjiang, edtied by Acta Prataculturae Sinica, Vol. 19(3) (2010),p.14-21