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The overall structure of the whole system is shown in figure 1.
And the number of high-speed pulse output of PLC is limited, in combination with the need of this system, the level of the inferior oblique movement, rotary table, 1 rotation and glue dispensing 2 rotation driven by motor to realize four movement.
Intelligent motion controller and PC by CAN bus to complete communication between master PC function, communication distance CAN be up to 10 km, rate of up to 1 MB/s.
GJJ12647] References [1] X.
IEEE/ACM International Conference onComputer-Aided Design, Digest of Technical Papers, 2009:472-479.

Applications for multi-sensor data fusion are widespread [1, 2].
With the weighted average method, let us assume the following: (1) Here, are the weighted of the various sensors, and is the fusion result of n sensors output.
Thought transform with equation (1) and (3), as shown below: (4) With the multivariate statistical theory, the distribution densities function of consider the following equation: (5) In Equation (5), .
Fig.1 Gyro1 Zero Bias Fig.2 Gyro2 Zero Bias Fig.3 Gyro3 Zero Bias Fig.4 Gyro Fusion Zero Bias Fig.5 Optimal Weight Fusion Zero Bias In the paper, three MEMS gyroscopes were used to verify the validity of the optimal weight choice arithmetic.
References [1] Weinberg.M.S, Kourepenis.A: Journal of Micro-electromechanical Systems Vol.479-491(2006)

Content of H3PO4: Fig. 1.
О–Н deformation oscillations can also be observed in the interval 1300–1700 cm–1; the most intense are the absorption bands at 1410, 1540, and 1635 cm–1.
Fire resistance of reinforced concrete and steel structures, 1-166
The use of sol-gel method for obtaining fire-resistant elastic coatings on cotton fabrics, Materials Science Forum, 1038, 468–479
Dong, Flame retardancy and thermal behavior of cotton fabrics based on a novel phosphorus-containing siloxane, Applied Surface Science. 479 (2019) 765–775

The DSC-TGA curves showed that the main exothermic peak was at 479°C and the total mass loss was 79.2%.
The porosity was calculated by equation 1.
DSC/ TGA curves of the dried gel were shown in Fig.1.
The results (table 1) show that the setting time of CSC when L/P=1.0 was longer than that of when L/P=0.9.
References [1] X.

Mendeleev's periodic law Structure of an atom Chemical bond, molecular structure Structure of solids and liquids Regularities in chemical reactions Water and solutions Electrolytes solutions Redox, Fundamentals of electrochemistry Dispersion systems, Colloids Hydrogen Halogens Group VI A Group V A Subgroup IV A General properties of metals IA of the periodic table Complex compounds Group II of the periodic table Group III of the periodic table Groups IVB, VB, VI,B VIIB Group VIIIА of the periodic table Relative max length L Relative relation strength С   Group of concepts 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22     1 Substance ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1,00 1,00 2 Atom ♦ ♦ ♦ ♦ ♦ ♦ ♦   ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1,00 0,90 3 Energy ♦   ♦ ♦ ♦ ♦ ♦   ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1,00 0,86 4 Molecule ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1,00 0,82 5 Electron ♦   ♦ ♦ ♦ ♦     ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1,00 0,75 6 Mass ♦   ♦     ♦ ♦   ♦ ♦ ♦ ♦ ♦ ♦ ♦
We calculated the main quantitative characteristics of the interdisciplinary connections [1], which subsequently allowed to establish a hierarchy of physical concepts in the course of chemistry. 1.
For example, the concepts of atom and substances have the same meaning of L = 1.
References [1] Gnitetskaya, T.N.
Tikhonov. - 2nd ed., Stereotype. - M.: High School, 1994.– . 479.

The model is shown in Fig.1.
The properties of geomembrane are shown in Table 1.
Table 1　Properties of geomembrane (20℃) Geomembrane 1% secant modulus (MPa) Strength (MPa) Breaking strain(%) HDPE 484 34.2 820 Testing Equipment and Method.
References [1] Yang Z H, Zen G M, Chen J, et al.
Creep and Stress Relaxation of Geogrids, Geosynthetics International, Vol.4(1997), pp:463-479.

Murasheva 1, E.A.
Fortalnova 1,a, E.D.
Safronenko 1, S.
Fig. 1.
Table 1.

The kinematic geometry of the architecture for the non over-constrained device is shown in Fig.1.
Figure 1.
The displacement of the platform is: (1) Where are the orientation errors around the x, y, z axes and be referred to in the text as Equation (1)
For legs j, k and l (j, k, l = 1, 2, 3, 4, i – j – k – l), the condition for having a maximum of the fourth kind on the interval is that: (1) (2) is orthogonal to X-X0.
Pittens, R.P Podhorodeski, A family of Stewart platforms with optimal dexterity, Journal of Robotics Systems 10 (4) (1993) 463–479

Fig. 1.
Dislocation cell structures in aluminum substrate annealed for 1 h (a), 3 h (b), 6 h (c), 10 h (d) at 300 ºC, for 1 h (e), 3 h (f), 6 h (g), 10 h (h) at 400 ºC, and for 1 h (i), 3 h (j), 6 h (k), 10 h (l) at 500 ºC.
Anodic films formed from annealed aluminum substrate for 1 h (a) and 10 h (b, c) at 300 ºC, for 1 h (d) and 10 h (e, f) at 400 ºC, and for 1 h (g) and 10 h (h, i) at 500 ºC.
References [1] H.
Forum Vol. 475-479 (2005), p. 3919 [5] O.

The schematic of the hybrid structure is shown in Fig.1.
The total composite wall is named as substructure 1, and the total shear wall is named as substructure 2.
According to Timoshenko beam theory [5] (Timoshenko 1990), the relation equations among the shear deformation, the flexural deformation and external horizontal loads of substructure 1 are introduced as （1） （2） To substructure 2, the relation equation between the flexural deformation and external horizontal loads is introduced as （3） where G1A1 and E1I1 is the shear stiffness and the flexural stiffness of the substructure 1; E2I2 is the flexural stiffness of the substructure 2; q(x) is the interaction between substructure 1 and substructure 2.
Combining Eq. (1) with Eq. (11), yq1 can be derived as （11） Based on the prior assumption, yb2=yb1+yq1, and y=yb2.
Mech., 36(4), 463-479 [2] Yao, Q.F., Hou L.N. and Huang, W. (2008), “Shear capacity of multi-ribbed composite wall”, Proceeding of the tenth International Symposium on Structural Engineering for Young Experts, Changsha, China, October