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Fig. 1 shows schematically a FinFET structure bearing dislocations in it.
FIG. 1.
References [1] J.
A. del Alamo, Nature 479, 317 (2011)
Colinge, Nature 479, 310 (2011)

Table 1.
Mix proportions (for 1 m3).
Fig. 1.
n=0.0119∙mW+0.0376mCρC+mWρW-2.127∙αH∙mCρC-1-αH∙mCρC
References [1] B.

Bae 1,a, S.S.
Table 1.
Summary 1.
Forum Vol. 475-479 (2005), p. 521
Forum Vol. 475-479 (2005), p. 457

Where, ( i=1,2,3) and ( j=1,2) mean the torsion angles of clasp arm and stretching arm of the rescue system, and (i=1,2,3) and (j=1,2) mean the common perpendiculars, ( i=1,2,3) and (j=1,2)are the rods’ space-between, and the ( i=1,2,3) and (j=1,2) are rotation angles of the rescue system.
According to Fig.4 and table 1 and 2, we can obtain the matrices Ai(i=1,2,3) and A′j(j=1,2) of the system, just shown as formula (1) and (2) [7]
(1) (2) where i = 1,2,3 and j = 1,2, so we get the following forward kinematical matrices of the clasp arm
References [1] J.C.
Zhang: Advanced Materials Research, Vol.479-481(2012), p.2361

Let be a 1 × (n − 1) matrix defined by which is a submatrix of the matrix C in (3).
Choose any (n − 1) × 1 matrix (8) which is a submatrix of the matrix L in (10) and is Hurwitz, which is possible since is observable; see [9] for definition of observability.
Then, there are two (n – 1) × (n – 1) symmetric positive definite matrices and such that (9) Let be an n × n block-diagonal matrix defined by where is to be determined.
References [1] J.
Control, Vol.17, (1973),pp.471–479

Zhang 1, b , W.
Zhu 1,a , Y.
Liu 1 , J.P.
Tu 1 , L.
[5] Ahmadpour A., and Do D.D., "The preparation of active carbons from coal by chemical and physical activation" Carbon Vol. 34, pp. 471-479, 1996

Fig. 1.
Performing the boring out and concrete sample Table 1.
Results of mechanical tests of the concrete samples Material Number of sample Compressive strength fc (MPa) Average compressive strength fca (MPa) Density ρn (g/cm3) Average density ρna (g/cm3) concrete 1/1 37,9 39,1 2,249 2,282 1/2 28,9 2,295 1/3 45,2 2,324 1/4 42,2 2,234 1/5 41,4 2,310 Dynamic tests were conducted on 26 June and 18 September of 2015 year on the training ground of the Military Institute of Armament Technology in Zielonka near Warsaw.
References [1] E.K.
Yavuza, Experimental Investigations on Aluminum Shaped Charge Liners, 12th Hypervelocity Impact Symposium, Procedia Engineering (2013) 58, 479 – 486

Finite Element Analysis of Large-Size Yaw Bearings with Supporting Structure in Wind Turbine Zhenguo Shang 1, a, Zhongchao Ma 2,b and Zhensheng Sun 2,c 1 School of Mechanical Engineering, Da Lian Ocean University, Dalian, Liaoning, 116023, China 2Wafangdian Bearing Group Corp.
FE modeling of the wind turbine yaw bearing A single-row four contact-point ball bearing is used in a 3MW wind turbine to connect bedframe with tower top as illustrated in Fig. 1.
The frame of the yaw bearing is shown in Fig. 2. and main parameters are listed in Table 1.
The maximum von Mises stress in Inner ring is 479.87MPa, and the maximum von Mises stress in Outer ring is 413.87MPa.
References [1] Smolnicki, T.: Physical Aspects of Coherence of Large-Size Slewing Bearings and Deformable Supporting Structures, Oficyna Wyd.

It used to be the reason of the reoperation [1].
Fig. 1 DEA type CMM Fig 2.
Table 1 includes the values of the wear.
Definition of the deviations [4] Table 1.
Steps of the analysis 1.

The process as shown in Fig. 1.
References [1] A.
A, 906(1–2) (2001) 399-416
A, 1092(1) (2005) 2-16
Eng. 5 (2011) 479-486.