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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.

At -0.6 V, the filling time is around 300 s and the deposition rate is estimated to be about 20 nm s-1, while the filling time is close to 30 s at -1.0 V and the deposition rate is estimated to be around 200 nm s-1.
Figure 1 Effect of cathode potential on the time-dependence of cathodic current during electrodeposition of Cu and Co nanowires.
Typical deposition rates of Cu and Co were roughly 20 nm s-1 (at -0.6 V) and 200 nm s-1 (at -1.0 V).
References [1] C.
Electrochem. 35, 479 (2005)

Introduction In the study we used two numerical methods for modelling of a material phase modification process: a method of an effective heat capacity and a method of a mobile grid computing using Stefan boundary condition [1].
The numerical solution was made using Comsol Multiphysics software package (Fig.1, 2).
Fig. 1.
References [1] J.
Heat Mass Transf., 46 (2010) 479-483

Research of Maintenance Decision-making about Existing Building Structure Based on the Life-cycle Cost Theory Jun’e Liu 1, a, Yuechong Wang 2,b and Rendong Teng 3,c 1School of information .Beijing Wuzi University, Beijing101149 2School of Economics Management, Hebei University of Engineering, Handan056038 3Hebei Building Research Technology Co.
Concrete structure performance degradation curve as shown in Fig.1 , for the safety performance or the usability of the structure, lower than the minimum requirement for performance means the structure life terminates, namely T0.The safety performance of the structure can use 0.8as the minimum requirements for structural reliability index [2].
During the research, life cycle cost of existing building structure is shown as follows： (1) LCC: The life cycle cost of building structure. : The life cycle detection cost. : The life cycle routine maintenance. : The life cycle maintenance cost. : Failure Costs Identifying research cycle.
Reference [1] Jianfei Shen, Wenquan Zhang.
Chinese Journal of Management Science.2005,10(13),475-479 [3] Shangchun Zhao, Guofan Zhao, Jinxin Gong.