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In 2000s, 1300t and 1600t un-rotational floating crane [1, 2], and 4000t rotary non-self-propelled floating crane [3] had been successfully exploited in China.
To study how the structure of slewing bearing effects on force distribution, three kinds of structural schemes are put forward respectively, as shown in Fig. 1.
No.C Figure 1.
References [1] Ying Shen, Yuemin Wang.
Mechanism and Machine Theory, 2003, 38:479-496

(1 3 4) (3 1 2) (1 2 2) (2 0 2) (2 2 0) (1 1 0) (0 2 4) (0 1 2) (3 0 0) X = 0 X = 0.02 Fig. 1: The XRD patterns of sample La0.7Ba0.3Mn1-xFexO3 for x=0.00 and x=0.02 samples Table 1: Structural parameters obtained from the Rietveld refinements at room temperature Sample a (Å) b (Å) c (Å) V (Å3) c2 x = 0 5.5388 5.5388 13.5061 358.846 1.118 x = 0.02 5.5375 5.5375 13.5015 358.542 1.225 Electrical Measurements of La0.7Ba0.3Mn1-xFexO3 (x = 0, x = 0.02).
References [1] A.
Alloys Compd. (2016) 1–7
Lett. 100(23) (2012) 1–5
Keshri, Existence of Griffiths phase in La0.67Ca0.33Mn0.93Fe0.07O3, Journal of Alloys and Compounds 479 (2009) 879–882

The physico-chemical properties of the PSF product of 0.18 mol.L-1 were shown in Table 1.
Liquid of SOPSF and PSF with different Fe concentration of 0.72 mol.L-1, 0.54 mol.L-1, 0.36 mol.L-1, 0.18 mol.L-1 and 0.09 mol.L-1 were stored at 6 °C and 25 °C in a closed condition, respectively, and then their starting gelling time was defined as storing time.
Fig.1.
References [1] G.K.
Ehara: Eur Patent EP 479 219. (1992) [8] D.S.

The size distribution was listed in Table 1.
Table3 Size Distribution of Drop-nuclei with Pathogens Released by Sneezing or Coughing Droplet nuclei diameter μm Percentage of droplet nuclei with pathogen % Size distribution by sneezing Size distribution by cough 1/4-1/2 0.0059 0 0 1/2-1 0.047 64 0 1-2 0.38 1126 1 2-4 3 9116 37 4-6 12 12864 78 6-8 30 12718 117 8-10 51 10668 133 10-12 76 7381 100 12-14 98 4209 89 14-16 98 2196 61 16-18 98 1098 36 18-20 100 560 32 20-25 100 0 19 25- 100 0 7 Total 62,000 710 Compared with the sneezing, cough was usually seen as a respiratory activity occurring in a fixed frequency within a certain time.
Table 4 Size Distribution of Drop-nuclei with Pathogens Released by Cough Diameter range μm 1~2 2~4 4~6 6~8 8 ~ 10 10～12 12～14 14～16 16～18 18～20 number 1 3 6 8 9 7 6 4 2 2 B.
References [1] Ryan, K.
Journal of Hygiene 54 (1945): 471-479 [4] William C.

For example, in matrix A, a1i (i=1, 2, 3 ……n) expresses n kinds of structures, a2i (i=1, 2, 3 ……n) means the cost of n kinds of structure while a3i (i=1, 2, 3 ……n) identifies the appearances.
(1) Encoding and initialization.
We have the following figure: Fig.1.
Evolutionary Systems, 2001, 9(1): 71-92
Proceedings 1999 Congress on Evolutionary Computation-CEC99, IEEE, Piscataway, New Jersey, 1999: 474-479

EMA was added to 1 mL of unsterilized bacterial suspension and 1 mL of sterilized bacterial suspension (121°C, 15 min), respectively, and the final concentration of EMA was 100 μg/mL.
The samples were then incubated in the dark for 5 min and subsequently exposed to light for 1 min.
Sensitivity of LAMP and PCR Fig. 1 Results of LAMP reaction.
References [1] R.
Paton, “Pathogenesis and diagnostics of Shiga-toxin producing Escherichia coli infection”, Clinical Microbiology Reviews, vol. 11, no 3. , pp. 450-479, 1998

As is shown in Fig. 1, Fig. 3 and Fig. 4.
The parameters of the materials are shown in Table 1.
FEM models floating floor FF-1 A60 in accordance with the real size of the object.
References [1] Jian Ding.
Industrial Construction, VOL.3 (2008), p:479-482.

Fig. 1(a) Load-displacement curve of anchor bar Fig. 1(b) Load-displacement curve of concrete Fig.1(c) Load-displacement curve of surface soil It can be seen from Fig.1 that before the yielding load of anchor bar is reached, the load-displacement curve is smooth and mild; beyond the yielding load, the displacement on the top of the anchor bar significantly increases; on the load-displacement curve for the top of concrete anchor bar, the displacement increased with the load, though at a very small rate.
For D1.5-B foundation, a length of 1.25m was subjected to the stress.
Thus, the anchor effective length was calculated by h0=1.5m, and .
The diameter of anchor bar D=110mm, and the anchor effective length h0=1.5m, then.
References [1] Standards for the design of the foundation for transmission line (DL/T 5219-2005).

Their densities as those of the gravels are gathered in Table 1, having a sand equivalent of: ESV (S1) = 86.66, ESP (S1) = 84.77 and ESV (S2) = 77.59, ESP (S2) = 74.24, which enables us to conclude that they are clean.
Table 1 : Densities of Aggregates S1 S2 G1 G2 G3 ρapp 1,40 1,53 1,55 1,51 1.60 ρabs 2,74 2.66 2,63 2,71 2,68 Mixing Water.
It is a water of tap according to EN 206-1 with a pH ~ 7.
Table 5: Dosage of constituents [Kg] Water Cement S1 S2 G1 G2 G3 Concrete I 210 445 - - 624 - - 388 459 Concrete II 166 414 479 - - 194 1146 - - Porosity.
References [1] L.

Practically, the measured growth velocity , which approaches 10-100 m s-1 [1],can be comparable with or even larger than but much smaller than .
Ifor , Eq.(1) reduces to the classical Fick’s law .
References [1] D.M.
Res.101(2010) 473-479
Rep.426(2006) 1