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Figure 1 shows a 2D graphic view of the project under study.
Table 1.
References [1] Mpofu, F., Ochieng, E.
A., Nikakhtar, A., and Ghoddousi, P., Flow Production of Construction Processes through Implementing Lean Construction Principles and Simulation, International Journal of Engineering and Technology, 4 (2012) 475-479
[29] Farrar, J., AbouRizk, S., and Mao, X., Generic implementation of lean concepts in simulation models, Lean Construction Journal, 1 (2014) 1-23

Table 1 presents selected results from this paper.
Fig. 1.
Table 1.
Selected results of 3-row riveted lap joint fatigue tests [3] 1 2 3 4 5 6 7 Joint diagram Rivet type Riveting force [kN] D/D0 Cycles to failure [cycles] Relative increase in fatigue life with respect to the minimal fatigue life 1 100º flat countersunk NAS10971) Minimal according to TS2) 12 1.2 41 552 37 226 40 112 1.0 2 Nominal according to TS2) 17 1.4 97 535 99 624 88 442 2.4 3 High2) 36 1.7 451 270 441 556 11.3 4 Protruding1) 36 1.7 483 714 491 998 12.3 5 Round rivet installed in countersunk3) In outer rows High 36 – 983 764 1 035 000 25.5 6 In outer rows, antisymmetric configuration 36 – 1 209 000 1 383 000 1 479 000 34.2 1) Standard riveting method 2) TS – Fokker technical specification [4] 3) NACA riveting method. 2.
References [1] J.

Table 1.
Fig. 1.
From elastic modulus point of view, Ti-Mo-1.7Si it is the best choice.
References [1] C.N.
Jiang, β-Type Ti-Mo-Si ternary alloys designed for biomedical applications, Materials and Design 2 (2012) 479-482

Table 1.
Transfer efficiency can be calculated by Eq.1
Early Warning Level of Transfer Tunnel in Guomao Station Time Transfer Volume (person-time) Level Time Transfer Volume (person-time) Level 07:45 260 2 08:01 532 4 07:47 504 4 08:03 471 3 07:49 483 3 08:05 584 4 07:51 393 3 08:07 478 3 07:53 502 4 08:09 479 3 07:55 488 3 08:11 586 4 07:57 402 3 08:13 485 3 07:59 545 4 08:15 503 4 As we can see from Table 3, in the morning peak hour, all the passengers can transfer from Line 1 to Line 10.
References [1] F.
(India) Vol. 1 (2010), p. 14-28 [7] A.

The result can be seen in Fig.1.
Fig 1（a）shows deformation and moment of frame in the same conditions.
That’s fewer than 1/3 at one-third point and bigger than 2/3 at two-third point.
References [1] Liu P., Yao Q.F.
Structural Engineering and Mechanics, 2010, 36(4): 463-479

The adsorption strength referring to the 1/n value is less than 1 in which the greater heterogeneity is expected for a smaller 1/n value [12].
The adsorption process is also favorable by having n (1.487) larger than 1.
Fig. 3 The linearized form of a) Langmuir b) Freundlich c) Temkin and d) D-R isotherm models for BaO/Fe2O3200 using experimental CO2 adsorption isotherm at 25 °C and 1 atm Table 3 Adsorption isotherm parameters Langmuir Pe /Qe = 1/Q∘ KL + Pe /Q∘ Freundlich log Qe = 1/n log Pe + log KF Parameters Values Parameters Values Q∘ cal.
References [1] A.
Forum. 888 (2017) 479-484

Fig.1 Schematic diagram of the interphase between fiber and matrix 2.
Compared with the control fiber, the activation surface functional groups including C-O-C (1265cm−1), C=O (1724cm−1) are increased slightly on the fiber surface by the effect of helium plasma treatment, while the bands corresponding to stretching vibration of Si-H (2342cm−1), Si-O-Si (1125cm−1) and Si-CH3 (748cm−1) are enhanced considerably after the pure nano-SiO2 sol-gel coating.
In the case of HNSUHMWPE, the Si-O-Si absorption peak near 1124 cm−1 was enhanced and widened obviously in contrast to the UHMWPE filaments with helium plasma treatment (HUHMWPE), in addition to the slight increase in C=O band at 1724cm−1.
Reference [1] E.
Jang, Composites: Part A 30 (1999) 1039-1044 [25] Eun Hee Cho, Sang Gil Lee, Jeong Koo Kim, Current Applied Physics 5 (2005) 475-479 [26] R.

The different type of dataset on spam emails are as follows, Table 1.
i=1LβiGpixjqi=tj,j=1 to N (1) The number instances is N and nodes in the hidden nodes is L.
References [1] B.
Neurocomputing, 70(1), 489-501, (2006)
In Quality, Reliability, Security and Robustness in Heterogeneous Networks , pp. 479-484, Springer Berlin Heidelberg, (2013)

Table 1.
Fig. 1.
Summary 1.
References [1] I.N.
Vyalov, Multi-phases and multi-components materials under dynamic loading, in: Proceeding of Materials of 10th European Mechanics of Materials Conference, Kazimierz Dolny, Poland. (2007) 479-485

In 3DP parts are built upon a platform situated in a bin full of powder material [1-3].
Table 1 shows variation in hardness of castings prepared with respect to shell thickness (mm).
Table 2 shows, classification of different IT grades, corresponding to Fig. 4, as per UNI EN 20286-1[25].
References [1] M.
[25] UNI EN 20286-1, ISO system of limits and fits.