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References [1] W.
Ironmaking and Steelmaking, 1996, 23(1):74-78
Ironmaking and Steelmaking, 1996, 23(1):79-81
Proceedings of the 10th International Conference on Steel Rolling, Beijing, 2010 : 473-479
Proceedings of the 10th International Conference on Steel Rolling, Beijing, 2010 : 473-479

Kim and Lee (2005) asserted that the image distortion had occurred due to the characteristics of wood and ultrasound traveling when they reconstructed the CT image of wood with ultrasound, so these characteristics must be reflected during the process of CT image composition [1].
After perforating wood specimen as Fig. 1, the decayed wood strip was inserted at the center of cylinder.
��FP ��FP �QVHUW�GHFD�HG� �RRG�FRUH�DQG� VHD�HG���W�� VWHU����HG��RRG Fig. 1 Preparation of the test specimen
Table 1 indicate the measured result of moisture content for small specimen and Table 2 indicate the measured result of oven dried specific gravity.
References [1] K.M.

Table 1 The chemical composition of metakaolin (%).
Fig. 1 The XRD spectrum of metakaolin.
References [1] A.M.
Compos. 23 (2001) 479-484
Mater. 30 (2012) 470-479

Therefore, its running process dependents heavily on the ac system and the stability is also directly related to the strength of the ac system, which is reflected in: 1) The receiving end ac system must be strong enough to ensure reliable commutation; 2) The strength of the ac system is related to its equivalent impedance, the weaker of the ac system, the greater of the equivalent impedance, and then the voltage fluctuation and the impact on the stability is greater; 3) The dc system is sensitive to the change of the ac system load when the ac system is weak, which leads to the more pronounced mutual effects of the ac and dc systems [1-3].
Fig.1.
References [1] M.
ABB: http//:www.abb.com, 2006 03 (01) 476–479
Proceeding of the CSEE, 2008 (07) 476–479.

At present, the studies both at home and abroad are more about ironing [1], a rare about fabric performance impacting on shaping effect.
Experiment The sample Selection of cylinder cloth which weaved by seamless fabric common materials as experimental samples, which weaved by the saint Tony SM8 - TOP2S 14 seamless knitting machine, the organizational structure for the 1 + 1 rib, a total of 16 kinds of fabrics, see table 1.
Experimental l apparatus and methods Seven mechanics index: use the FAST system , including FAST-1 compression tester, FAST-2 bending tester, FAST–3 extensibility tester.
Table 2 The Pearson analysis Correlations y T2 T100 F0 C B E5 G y Pearson Correlation 1 .483 .563* .616* -.282 .245 -.488 .630** Sig. (2-tailed) .058 .023 .011 .290 .361 .055 .009 T2 Pearson Correlation .483 1 .984** .144 -.223 .213 -.311 .081 Sig. (2-tailed) .058 .000 .594 .406 .428 .241 .764 T100 Pearson Correlation .563* .984** 1 .191 -.205 .283 -.343 .139 Sig. (2-tailed) .023 .000 .478 .447 .289 .193 .607 F0 Pearson Correlation .616* .144 .191 1 -.210 -.056 -.831** .813** Sig. (2-tailed) .011 .594 .478 .435 .837 .000 .000 C Pearson Correlation -.282 -.223 -.205 -.210 1 .540* .135 -.034 Sig. (2-tailed) .290 .406 .447 .435 .031 .619 .902 B Pearson Correlation .245 .213 .283 -.056 .540* 1 -.148 .321 Sig. (2-tailed) .361 .428 .289 .837 .031 .584 .226 E5 Pearson Correlation -.448 -.311 -.343 -.831** .135 -.148 1 -.805** Sig. (2-tailed) .055 .241 .193 .000 .619 .584 .000 G Pearson Correlation .630** .081 .139 .813** -.034 .321 -.805** 1 Sig. (2-tailed) .009 .764 .607 .000 .902 .226
Table 3 The partial correlation analysis Correlations (Control Variables：F0) y T2 T100 C B E5 G Y Correlation 1.000 .505 .576 -.198 .355 .052 .284 Significance (2-tailed) . .055 .025 .479 .195 .853 .306 T2 Correlation .505 1.000 .985 -.199 .224 -.347 -.062 Significance (2-tailed) .055 .000 .477 .422 .205 .825 T100 Correlation .576 .985 1.000 -.172 .299 -.338 -.028 Significance (2-tailed) .025 .000 . .541 .278 .218 .921 C Correlation -.198 -.199 -.172 1.000 .541 -.073 .241 Significance (2-tailed) .479 .477 .541 . .037 .796 .388 B Correlation .355 .224 .299 .541 1.000 -.350 .630 Significance (2-tailed) .195 .422 .278 .037 . .201 .012 E5 Correlation .052 -.347 -.338 -.073 -.350 1.000 -.401 Significance (2-tailed) .853 .205 .218 .796 .201 . .139 G Correlation .284 -.062 -.028 .241 .630 -.401 1.000 Significance (2-tailed) .306 .825 .921 .388 .012 .139 .

The committee with combined connections of Architectural Institute of Japan [1]. 
（a）Combined connections with high–strength bolts and longitudinal welds （b）Combined connections with high–strength bolts, transverse welds, and longitudinal welds 1——L-weld, 2——T-weld, 3——Continuously around welded  Fig 1.
According to Table 1, the strength ratio of bolts and welds is a key factor of the capacity of combined connections.
Table 1.Results of FEA (kN) Specimen designation Nb Nfs Nb/ Nfs Nv Nb' Nfs' Nb'/Nb Nfs'/Nfs 4LW6-100-2M20-8.8 197 538 0.37 551 194 357 0.98 0.66 4LW10-60-2M20-8.8 197 524 0.38 546 199 347 1.01 0.66 4LW8-60-2M20-8.8 197 444 0.44 497 196 301 0.99 0.68 4LW6-80-2M20-8.8 197 439 0.45 521 196 325 0.99 0.74 4LW6-60-2M20-8.8 197 331 0.60 485 197 288 1.00 0.87 4LW4-80-2M20-8.8 197 316 0.62 459 194 265 0.98 0.84 4LW6-40-2M20-8.8 197 225 0.88 413 201 212 1.02 0.94 4LW4-40-2M20-8.8 197 171 1.15 358 197 161 1.00 0.94 4LW6-60-2M24-10.9 383 331 1.16 699 365 334 0.95 1.01 4LW6-60-2M27-8.8 479 331 1.45 786 456 330 0.95 1.00 4LW6-40-2M24-10.9 383 225 1.70 585 359 226 0.94 1.00 4LW6-40-2M27-8.8 479 225 2.13 668 447 221 0.93 0.98 4LW6-40-2M27-10.9 574 225 2.55 770 537 233 0.94 1.04 4LW4-40-2M27-10.9 574 171 3.36 647 477 170 0.83 0.99 where Nb=strength of bolts alone; Nfs =strength of longitudinal welds alone; Nv=strength of combined connection; Nb'=strength of bolts in combined connection; Nfs'= strength
References [1] The committee with combined connections of Japan in connection of high-strength bolts, edited by Y.

The chemical structure of PI is shown in Fig. 1.
Then another NVT simulation was performed for 1 ns at 300 K with a time step of 1 fs.
The δ value obtained for PI was 16.33 ± 0.09 (J/ml)1/2, closely matching literature data at 16.3 (J/ml)1/2 [3] and 16.6 (J/ml)1/2 [4].
Literature [8] value for PCO2 (3408 barrer) is about 7 fold larger than PCH4 (479 barrer).
References [1]S.

Section Schematic diagram of the double vane angle polishing method is shown in Figure 1.
Square accompany pieces were made of K9 glass, whose side length was 25.4mm(1 inch) and thickness was 6mm.
And they were processed in SANRITSU-HGM-1 grinding machine with a special fixture with about 5°bevel plane.
Table 1 Experiment thickness angle measurement data (unit:ｕm) Group1 Group2 Group3 Group4 Average Thickness of substrate1 481 483 479 479 481 Thickness of substrate2 478 481 477 482 480 Thickness of specimen 973 981 969 980 976 Thickness of adhesive layer 14 17 13 19 16 Initial thickness 454 340 388 412 / Final thickness 922 862 706 839 / The probe move the distance s 5480 6040 3700 4960 / According to table 1, polishing bevel level constant distance thickness difference is on Eq.3
Science Direct, 2011(2): 1-8

Journal of Management, 2003, 29(1):99-118.
].Guohua Xu think it includes growth opportunities, benefits,employee participation, training, performance evaluation[[] Guohua Xu,Dongtao Yang.Supportive Human Resource Practice Management and employee emotional commitment[J].Economic Science,2004(6):88-90.
Science and Technology Management Research, 2009(10):479-490.
All the subjectivity of the questionnaire is divided into five levels, 1-5 represents "very inconsistent" to "very consistent".
Table1 Internal consistency of variable coefficient and correlation analysis 1 2 3 4 participation 5 6 7 growth opportunities 1 Performance evaluation .378** 1 welfare .285** .678** 1 employees participation .487** .589** .428** 1 Employment security .383** .744** .505** .309** 1 Positive emotion .294** .608** .387** .384** .268** 1 innovation behavior .326** .290** .316** .292** .350** .341** 1 **.
Thirdly,make innovation behavior as dependent variable,positive emotion as independent variables into the equation,Regression model was significant(F=23.067,P<0.001),standardization coefficient between innovation behavior and positive emotions was0.479,P<0.001,H3 be verified.

In the last decade, the research and development of all PFRP structures in civil engineering have progressed considerably in several countries [1].
Details of the test profiles, dimensions, and geometric properties are presented in Table 1.
The typical test set-up configuration for the static simply supported with three-point loading test of the PFRP beam specimen is shown in Fig. 1.
For the simply supported under three-point bending tests, the observed critical buckling load (Pcr) can be converting to the critical buckling moment (Mcr) by using the equation: (1) It should be noted that Eq. 1 is valid for the beams with linear behavior and small deflection.
References [1] Bakis, C.E., Bank, L.C., Brown, V.L., Cosenza.