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Detail comparison between SMEs and large organization characteristics has been done by researchers and shown in Table 1.
Table 1: Comparison between SMEs and Large Organization Characteristics Organization Characteristic Large organization SMEs Structure Many layers of management level.
The scale ranged from “strongly disagree” (1) to “strongly agree” (5).
References [1] J.D.
Lixiong, IEEE (2000) 1

of Steel and CFT Structure of 18-story Building Steel structure CFT structure Story Dimension [mm] Mu [kN·m] As [cm2] Dimension [mm] Mu [kN·m] As [cm2] 17-18 □-300×300×9 224 105 □-250×250×6 223 59 15-16 □-300×300×19 381 214 □-300×300×12 479 138 13-14 □-450×450×25 1138 425 □-400×400×12 889 186 11-12 □-450×450×28 1212 473 □-500×500×12 1431 234 9-10 □-650×650×25 2654 625 □-550×550×12 1750 258 7-8 □-700×700×22 2799 597 □-600×600×12 2100 282 4-6 □-750×750×19 2943 556 □-650×650×12 2483 306 1-3 □-750×750×22 3355 641 □-700×700×12 2898 330 Table4 Beam Members List of Steel and CFT Structure of 18-story Building Steel structure CFT structure Story Dimension [mm] Mu [kN·m] As [cm2] Dimension [mm] Mu [kN·m] As [cm2] 17-18 H-466×199×8 283 83 □-350×150×9 327 87 15-16 H-450×200×9 344 95 □-450×200×6 406 77 13-14 H-390×300×10 457 133 □-450×200×6 406 77 11-12 H-606×201×12 685 150 □-500×200×6 486 83 9-10 H-582×300×12 799 169 □-600×200×6 695 95 1-8 H-700×300×13 1323 232 □-600×200×12 1198 186 17-18
H-450×200×9 344 95 □-350×150×9 327 87 15-16 H-390×300×10 457 133 □-450×150×9 504 105 13-14 H-606×201×12 685 150 □-550×200×6 573 89 11-12 H-582×300×12 799 169 □-550×200×9 810 132 9-10 H-692×300×13 1141 208 □-600×200×9 942 141 1-8 H-890×299×15 1790 267 □-850×250×9 1898 195 Table6 Story Drift Angle of Steel and CFT Structure of 18-story Building under Seismic Load Story CFT S X Y X Y 18 1/260 1/269 1/259 1/264 17 1/252 1/262 1/250 1/257 16 1/248 1/262 1/245 1/255 15 1/245 1/264 1/242 1/257 14 1/249 1/273 1/245 1/263 13 1/253 1/273 1/246 1/260 12 1/261 1/278 1/246 1/260 11 1/270 1/282 1/245 1/264 10 1/280 1/289 1/247 1/271 9 1/290 1/297 1/246 1/269 8 1/294 1/300 1/244 1/266 7 1/289 1/294 1/240 1/259 6 1/284 1/290 1/236 1/254 5 1/281 1/285 1/235 1/250 4 1/282 1/284 1/239 1/249 3 1/282 1/291 1/251 1/255 2 1/323 1/307 1/283 1/270 1 1/426 1/373 1/388 1/329 Table5 Story Drift Angle of Steel and CFT Structure of 9-story Building
under Seismic Load Story CFT S X Y X Y 9 1/292 1/292 1/287 1/293 8 1/276 1/278 1/269 1/277 7 1/276 1/287 1/266 1/280 6 1/275 1/285 1/260 1/276 5 1/284 1/290 1/267 1/281 4 1/292 1/298 1/276 1/292 3 1/313 1/342 1/319 1/333 2 1/340 1/363 1/332 1/348 1 1/462 1/439 1/419 1/456 For serviceability requirements, the structure is designed to have a limited story drift under design loads.
All the story drift angle values of the design building are within 1/200.
Vol. 1(2001), p.33 [2] H.Okamura, K.Ozawa and M.Ouchi: Self-compacting concrete.

An ideal sequence is x0(k) (k=1, 2, 3......, n)] for the responses.
No Ra(Xi(k)) MRR(Xi(k)) Smaller the Better Larger the Better Ideal Sequence 1 1 1 0.926 0 2 1 0.7392 3 0.891 1 4 0.522 0.0473 5 0.423 0.826 6 0.633 0.536 7 0 0.323 8 0.755 0.0655 9 0.952 0.653 Table 5 Evaluation of ∆oifor each of the responses Exp.
References [1] Sanjit Moshat, Saurav Datta.
No.2. 2010, PP.1-12 [2] S.
Chattopadhay ”Estimation Of Tool Wear During CNC Milling Using Neural Network Based Sensor Fusion’ Mechanical System And Signal Processing 21-2007 p(466-479)

The compositions are shown in Table 1.
Results Fig. 1(a) showed ZrB2-SiC ceramic electron microscopy without Cf and Fig. 1(b) exhibited ZrB2-SiC ceramic electron microscopy with 6 vol% Cf.
As it shown in Fig. 2, 18 peaks were detected for ZSC samples, where in the peaks located at 25.2°, 32.60°, 41.66°, 51.75°, 58.18°, 62.51°, 64.40°, 68.30°, 74.07°, 81.58°, 90.65° and 95.92°, were assigned to ZrB2 (0 0 1), (1 0 0), (1 0 1), (0 0 3), (1 1 0), (1 0 2), (1 1 1), (2 0 0), (2 0 1), (1 1 2) , (2 0 2) and (2 1 0) (PDF#34-0423) and the peaks located at 34.18°, 35.73°, 38.23°,60.81° and 71.97° were contributed to SiC (1 0 1), (1 0 2), (1 0 3), (1 1 0)and (1 1 6) (PDF#29-1131).
Journal of Alloys and Compounds, 2009. 479(1-2): 299-302
Journal of Alloys and Compounds, 2009. 472(1-2): 395-399

Fig. 1 Effect of time on the adsorption amount.
Fig. 4 The relationship of lnKL and 1/T.
The bands observed at 2924cm-1 and 2359cm-1 nearby suggest the stretching vibrations of C-H group and stretching vibrations of P-H and Si-H.
The bands 669cm-1 and 562cm-1 nearby are belonged to the Si-O bending vibration and Al-O stretching vibration.
References [1] Saakshy, K.

Confucius, 551-479 BC Abstract.
We would like to follow the idea which has been already presented [1] in Istanbul during the 7th ASPIC.
Five drivers have been here selected (Table 1).
Table 2 Defining research area (number of papers: ICPIC 2013/ASPIC 2013) Material objects % RESEARCH GOALS – ICPIC/ASPIC Material microstructure Use of by-product Particular performance/particular phenomena/ application Modification/ control performance Construction design Repairing/ Adhesion Test methods Life time/ durability Recycling Nanotech Hydration curing ICPIC ASPIC C-PC PMC 48 36 2/1 8/4 13/3 1/1 9/9 1/0 PCC 27 20 2/2 3/2 5/11 3/11 0/8 4/2 0/1 1/1 1/1 1/0 PC 15 11 0/1 2/3 7/7 0/7 2/2 0/1 1/4 0/3 PIC 1 1 1 0/1 0/5 0/1 x Others 9 7 1/3 5/12 0/16 0/8 0/3 0/2 0/1 0/1 Figure 1 Cumulative number of publications (1) and citations (2) on building materials vs.
References [1] L.

(a) (b) Figure 1.
Table 1.
Conclusions 1.
[14] Smirnov A N, Muraviev V V, Ababkov N V 2016 Destruction and diagnostics of metals (Moscow: Innovatsionnoe mashinostroenie, Kemerovo: Siberian publishing group) p 479
Part 1.

Results and Discussion Figure 1 presents the evolution of the structure of MgB2 materials synthesized at 800 oC and 1050oC without additions (Fig. 1(a)) and with additions of 10 wt% Ti (Figs. 1(b-d)).
Fig. 1(d) shows the diffusion area in a Ti grain located in the material synthesized at 1050 oC.
References [1] T.
Tomsic, Physica C: Supercondactivity, 479(2012), 111 [2] T.
Shaternik, IEEE Tramsactions on Applied Superconductivity, 27(2017), 1 [5] T.

Figure 1.
Table 1.
Structural and surface properties of HAO samples Parameter Sample number 1 2 3 1.
Dependences (1/[Q(PS/P-1)]) on relative nitrogen pressure P/PS of HAO samples Table 2.
References [1] A.B.

The experiments were made for range Cr=0,1÷150°C/s of cooling rate.
Its chemical composition presented in Table 1.
Table 1.
Fig.1.
Table 6.The temperatures of phase transformation determined after analisys of dilatograms and Vicker’s hardness of steel cooled from temperature 940ºC Cooling rates Cr[ºC/s] Characteristic temperatures [ºC] Hardness HV 150 Fs=715,Ff=Bs=650,Bf=490,Ms=411,Mf=290 321 100 Fs=712,Ff=Bs=660,Bf=485,Ms=410,Mf=286 317 80 Fs=720,Ff=Bs=670,Bf=505,Ms=410,Mf=330 257 50 Fs=733,Ff=Bs=680,Bf=479,Ms=418,Mf=348 230 30 Fs=715,Ff=Bs=650,Bf=432 188 10 Fs=800,Ff=Ps=755,Pf=Bs=672,Bf=550 156 1 Fs=800,Ff=Ps=745,Pf=625 151 0,1 Fs=796,Ff=Ps=750,Pf=664 140 .