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Online since: May 2014
Authors: Jaree Thongkam, Vatinee Sukmak
The number of data is displayed in Table 1.
Table 1: Number of instances in the data set.
The percentages of precision are shown in Figure 1.
References [1] M.R.
Novacheck, Predicting the outcome of intramuscular psoas lengthening in children with cerebral palsy using preoperative gait data and the random forest algorithm, Gait & Posture. 37,4 (2013) 473-479
Table 1: Number of instances in the data set.
The percentages of precision are shown in Figure 1.
References [1] M.R.
Novacheck, Predicting the outcome of intramuscular psoas lengthening in children with cerebral palsy using preoperative gait data and the random forest algorithm, Gait & Posture. 37,4 (2013) 473-479
Online since: July 2006
Authors: Reinhold Braun, Gerhard Biallas, Ulises Alfaro Mercado
Table 1.
Strains measured in the failure region using 1 mm gauge length revealed high local ductility.
Samples of the FSW joints were taken across the weld at -5 (1), 0 (2), and +5 mm (3) away from the weld centre.
a 10-5 10-4 10-3 10-2 10 -1 100 101 -0,9 -0,8 -0,7 -0,6 -0,5 -0,4 Potential [VSCE] Current Density [mA/cm2 ] 2024A-T3 6056-T6 retreating side nugget advancing side 1 1 2 2 3 3 b 10-5 10-4 10 -3 10 -2 10-1 100 101 -0,9 -0,8 -0,7 -0,6 -0,5 -0,4 Potential [VSCE] Current Density [mA/cm2 ] 1 32 2024A-T8 6056-T7X retreating side 1 nugget2 advancing side 3 revealed a nearly similar profile across the weld to that found using the standard method ASTM G69 (Figure 2).
References [1] W.S.
Strains measured in the failure region using 1 mm gauge length revealed high local ductility.
Samples of the FSW joints were taken across the weld at -5 (1), 0 (2), and +5 mm (3) away from the weld centre.
a 10-5 10-4 10-3 10-2 10 -1 100 101 -0,9 -0,8 -0,7 -0,6 -0,5 -0,4 Potential [VSCE] Current Density [mA/cm2 ] 2024A-T3 6056-T6 retreating side nugget advancing side 1 1 2 2 3 3 b 10-5 10-4 10 -3 10 -2 10-1 100 101 -0,9 -0,8 -0,7 -0,6 -0,5 -0,4 Potential [VSCE] Current Density [mA/cm2 ] 1 32 2024A-T8 6056-T7X retreating side 1 nugget2 advancing side 3 revealed a nearly similar profile across the weld to that found using the standard method ASTM G69 (Figure 2).
References [1] W.S.
Online since: March 2017
Authors: Long Li, Guang Su, Xiao Bin Li
The chemical composition of the steels used in the present work is shown in Table 1.
Ae3 calculated by thermo-calc software is also shown in Table 1.
Table 1 Chemical composition of tested steels (wt %), Ar3 and Ae3 (℃).
References [1] M.
Ding, Study on microstructures and mechanical properties of B510L steel by TMCP, Materials Science Forum 475-479 (2005) 77-80
Ae3 calculated by thermo-calc software is also shown in Table 1.
Table 1 Chemical composition of tested steels (wt %), Ar3 and Ae3 (℃).
References [1] M.
Ding, Study on microstructures and mechanical properties of B510L steel by TMCP, Materials Science Forum 475-479 (2005) 77-80
Online since: July 2012
Authors: Xin Hua Zhao, Guang Yu Zhou
Methods of Controlling THMs and HAAs Formation during Reclaimed Water Chlorination
Guangyu Zhou 1, a and Xinhua Zhao 1, b
1 School of Environmental Science and Engineering, Tianjin University, Tianjin 300072, China
azgy_1204@163.com, bzxh@tju.edu.cn
Keywords: reclaimed water chlorination; THMs; HAAs; ammonia; pH value; ozone oxidation
Abstract.
As the low cost and broad-spectrum inactivation to bacterium, chlorine disinfection method has been widely used in the RWTPs around the world [1].
In Fig. 1, n(Br) and n’(Br) both began with increase and changed to decline then.
References [1] J.Y.
Vol. 16 (1982), p. 473–479
As the low cost and broad-spectrum inactivation to bacterium, chlorine disinfection method has been widely used in the RWTPs around the world [1].
In Fig. 1, n(Br) and n’(Br) both began with increase and changed to decline then.
References [1] J.Y.
Vol. 16 (1982), p. 473–479
Online since: December 2012
Authors: Zhen Yu Li, Tao Chen, Jian Jiang Yao, Yang Lv, Min Li, Wu Ming Zhang, Guang Li
Second, the layers were assembled into the hybrid structure shown as in Fig.1 and bound together with screw fasteners.
For each time before measurements, the microfluidic chips and flow tubes were washed sequentially with ethanol, ultrapure water, 1 M NaOH, 1 M HCl and ultrapure water to eliminate contaminants.
(1) Since the response curves in Figs. 3 ~ 6 generally sustained a relative high level between 25 ~ 90s.
Table 1 Measured results at various ATP concentrations Concentrations of ATP [M] Accumulative light intensity [N/s] Average±SD CV Test 1 Test 2 Test 3 10-9 84 109 99 97±13 12.93% 10-8 479 527 554 520±38 7.31% 10-7 2722 2785 2757 2755±32 1.15% 10-6 34624 29016 38759 34133±4890 14.33% 10-5 161226 185292 175203 173907±12085 6.95% 10-4 1196756 1123769 1257850 1192792±67128 5.63% Conclusion A hybrid-structured microfluidic chip integrating fluidic channels and optical fiber was developed for ATP bioluminescence detection.
References [1] Y.
For each time before measurements, the microfluidic chips and flow tubes were washed sequentially with ethanol, ultrapure water, 1 M NaOH, 1 M HCl and ultrapure water to eliminate contaminants.
(1) Since the response curves in Figs. 3 ~ 6 generally sustained a relative high level between 25 ~ 90s.
Table 1 Measured results at various ATP concentrations Concentrations of ATP [M] Accumulative light intensity [N/s] Average±SD CV Test 1 Test 2 Test 3 10-9 84 109 99 97±13 12.93% 10-8 479 527 554 520±38 7.31% 10-7 2722 2785 2757 2755±32 1.15% 10-6 34624 29016 38759 34133±4890 14.33% 10-5 161226 185292 175203 173907±12085 6.95% 10-4 1196756 1123769 1257850 1192792±67128 5.63% Conclusion A hybrid-structured microfluidic chip integrating fluidic channels and optical fiber was developed for ATP bioluminescence detection.
References [1] Y.
Online since: September 2013
Authors: Muhamad Noor Harun, Mohammed Rafiq Abdul Kadir, S.J. Fatihhi, Syahrom Ardiyansyah
Specimens are extracted in vertical orientation following the anatomic axis in which maximum extension of the knee joint occurred as referred to Fig. 1(a).
a) b) c) Fig. 1: Experimental setup for (a) specimen excised section, (b) Mechanical test for trabecular bone, c) specimen alignment jig For compression testing, test was done quasi-statically at constant displacement rate of 0.001 mm s-1 in a universal testing machine (Instron 8874, Tabletop Axial-Torsion Test System, Norwood, USA) as in Fig. 1(b).
Table 1: Mean, standard deviation, and range of values for trabecular bone specimens in pure compression Parameter Min Max Mean S.D.
[4] Cheng, X.G., et al., Prevalence of Trabecular Microcallus Formation in the Vertebral Body and the Femoral Neck, Calcified Tissue International, 60(5) (1997) 479-484
[8] Wang, X., et al., Axial-shear interaction effects on microdamage in bovine tibial trabecular bone, Eur J Morphol, 42(1-2) (2005) 61-70
a) b) c) Fig. 1: Experimental setup for (a) specimen excised section, (b) Mechanical test for trabecular bone, c) specimen alignment jig For compression testing, test was done quasi-statically at constant displacement rate of 0.001 mm s-1 in a universal testing machine (Instron 8874, Tabletop Axial-Torsion Test System, Norwood, USA) as in Fig. 1(b).
Table 1: Mean, standard deviation, and range of values for trabecular bone specimens in pure compression Parameter Min Max Mean S.D.
[4] Cheng, X.G., et al., Prevalence of Trabecular Microcallus Formation in the Vertebral Body and the Femoral Neck, Calcified Tissue International, 60(5) (1997) 479-484
[8] Wang, X., et al., Axial-shear interaction effects on microdamage in bovine tibial trabecular bone, Eur J Morphol, 42(1-2) (2005) 61-70
Online since: August 2013
Authors: Zhi Qiang Li, Liang Pang
In 1997, No.11 Typhoon made 200,000 buildings and 1,000km seawalls collapsed, 344 deaths, economic loss 25 billion.
Usually the failure probability of structure is used as evaluation parameter for quantitative risk assessment [1]-[7].
Fig. 1 Comparison between the results of CEVD and NOAA [8] Fig.2 Comparison of 100yr—hurricane wind speeds by using different methods [17] 1.
J Waterway Port Coast Ocean, Div, ASCE,106, No.WW4, (1980), p.469~479
Vol.16, No.1, (2011), p.71~80. .
Usually the failure probability of structure is used as evaluation parameter for quantitative risk assessment [1]-[7].
Fig. 1 Comparison between the results of CEVD and NOAA [8] Fig.2 Comparison of 100yr—hurricane wind speeds by using different methods [17] 1.
J Waterway Port Coast Ocean, Div, ASCE,106, No.WW4, (1980), p.469~479
Vol.16, No.1, (2011), p.71~80. .