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Online since: June 2008
Authors: S.H. Jeong, J.W. Hwang, Gi Beum Kim, C.U. Hong, M.H. Kim, H.S. Kang, S.J. Kim, Woo Suk Chong
The paired t-test gave out the
value of p as less than 0.05 from these data.
The paired t-test of the data showed the value of p to be less than 0.05.
Riding capability could be improved in a training mode without visual feedback system due to reduction of the riding time.
Fig. 9 Reduction area of COP
The paired t-test of the data showed the value of p to be less than 0.05.
Riding capability could be improved in a training mode without visual feedback system due to reduction of the riding time.
Fig. 9 Reduction area of COP
Online since: June 2012
Authors: Lie Guo, Ping Shu Ge, Guo Kai Xu, Xiu Chun Zhao, Peng Song
Comparison of dataset and miss rate at 10-4 FFPW
Dalal & Triggs
Our approach
Train data
Positive: 509
Negtive: Not given
Positive: 500
Negtive: 500
Test data
Positive: 200
Negtive: Not given
Positive: 424
Negtive: 405
Miss rate at 10-4 FFPW
0.5%
3.2%
Fig.5 shows some instances of the proposed pedestrian detection based on HOG in ROI.
This paper only scans the lower part of a 320×240 image, which results in considerable reduction of storage requirement in detecting phase.
Dimension reduction of the feature vector improves the training and testing efficiency.
This paper only scans the lower part of a 320×240 image, which results in considerable reduction of storage requirement in detecting phase.
Dimension reduction of the feature vector improves the training and testing efficiency.
Online since: May 2015
Authors: Hong Ping Ju, Qiong Wu, Jing Lu, Xiao Lin Ji, Tao Yu Zou, Zhen Fang Qiao, Hai Wang
The crystallographic data for 1 were collected at 293 K on the Rigaku R-axis Rapid IP diffractometer using graphite monochromatic Mo-Kα radiation (λ = 0.71073 Å) and IP technique.
The crystal data were solved by the direct method and refined by the full-matrix least-squares method on F2 using the SHELXTL-97 crystallographic software package31.
These results suggest that compound 1 can be used as a potential photocatalyst in reductions of some organic dyes.
Moreover, the compound 1 exhibits antitumor behavior and also has potential in reductions of some organic dyes.
The crystal data were solved by the direct method and refined by the full-matrix least-squares method on F2 using the SHELXTL-97 crystallographic software package31.
These results suggest that compound 1 can be used as a potential photocatalyst in reductions of some organic dyes.
Moreover, the compound 1 exhibits antitumor behavior and also has potential in reductions of some organic dyes.
Online since: July 2020
Authors: Izan Izwan Misnon, Salasiah Endud, Norazzizi Nordin, Nur Izzatie Hannah Razman
A redox peak was also observed in the low-current density cyclic voltammogram curves of ordered carbon/oxygen and ordered carbon/nitrogen (data are not shown).
The charge transfer resistance (RCT) and internal resistance (RS) is determined from the Nyquist plot (data are not shown).
An increase in RCT of the modified ordered carbon samples (Table 3) is due to the increase in surface inhomogeneity and reduction in SBET.
Thus, reduction in VMESO is also attributed to higher RCT since limited accessible medium affects smooth transportation of KOH ions through the ordered carbon mesopores.
The charge transfer resistance (RCT) and internal resistance (RS) is determined from the Nyquist plot (data are not shown).
An increase in RCT of the modified ordered carbon samples (Table 3) is due to the increase in surface inhomogeneity and reduction in SBET.
Thus, reduction in VMESO is also attributed to higher RCT since limited accessible medium affects smooth transportation of KOH ions through the ordered carbon mesopores.
Online since: September 2013
Authors: Min Juan Mao, Yan Jun Meng, Jing Jiao Pu
Thus, data coming from the 22 reliable stations were used to examine the temporal trend, and the data on all stations in 2010 were used to examine the spatial distribution of haze.
In this study, the daily average was used to reconstruct a haze data set.
Estimation of Mexico’s informal economy using DMSP nighttime lights data.
Spatial Restruction of Urbanization in Chinese Mainland in 1990s Using DMSP/ OLS Night Light Data and Statistical Data.
Review on applications of DMSP/OLS night-time emissions data.
In this study, the daily average was used to reconstruct a haze data set.
Estimation of Mexico’s informal economy using DMSP nighttime lights data.
Spatial Restruction of Urbanization in Chinese Mainland in 1990s Using DMSP/ OLS Night Light Data and Statistical Data.
Review on applications of DMSP/OLS night-time emissions data.
Online since: June 2014
Authors: Ilya Peshekhodov, Bernd-Arno Behrens, Milan Vucetic, Raimund Rolfes, Matthias Vogler, Nenad Grbic, Jose Reinoso
Note that with the present approach more experimental data for the extrapolation process can be taken into account.
This kind of formulation was inserted in the material data card of the model SAMP-1 of the FE code LS-DYNA [18, 19, 20].
That is, for each stress state a hardening curve giving yield stress over corresponding plastic strain can be input as tabulated data.
For using the parameterization of these models as input data of the corresponding simulations a comprehensive material characterization based on experimental data is required.
Extrapolation using the mathematical correlation approach of Hocket-Sherby showed the best agreement with respect to the experimental data.
This kind of formulation was inserted in the material data card of the model SAMP-1 of the FE code LS-DYNA [18, 19, 20].
That is, for each stress state a hardening curve giving yield stress over corresponding plastic strain can be input as tabulated data.
For using the parameterization of these models as input data of the corresponding simulations a comprehensive material characterization based on experimental data is required.
Extrapolation using the mathematical correlation approach of Hocket-Sherby showed the best agreement with respect to the experimental data.
Online since: June 2020
Authors: Mohammad Omar Abdullah, Yong Yin Sia, Ivy Ai Wei Tan
N is the number of data points.
This caused the colour reduction of POME to be low.
In contrast, there was only 78% COD reduction for EC stand-alone process.
The combined EC-AD process showed 98.33%, 98.37% and 100% reduction of COD, colour and turbidity, respectively.
The EC stand-alone process only showed 62.33%, 72.79% and 74.43% reduction of COD, colour and turbidity, respectively.
This caused the colour reduction of POME to be low.
In contrast, there was only 78% COD reduction for EC stand-alone process.
The combined EC-AD process showed 98.33%, 98.37% and 100% reduction of COD, colour and turbidity, respectively.
The EC stand-alone process only showed 62.33%, 72.79% and 74.43% reduction of COD, colour and turbidity, respectively.
Online since: August 2019
Authors: Giovanni Minafò, Lidia La Mendola, Jennifer D'Anna, Giuseppina Amato, Jian Fei Chen
During Stage II, the development of cracks produces progressive load drops such that the response curves present an uneven behavior, with a reduction of stiffness.
Stress-strain results of tensile tests: a) basalt textile grid; b) BFRCM strips The post-treatment of the experimental data allowed the definition of the peak loads (FI, FII, FIII), the peak stresses (σI, σII, σIII) and the corresponding strains (εI, εII, εIII) related to the three characteristic points at end of each stage, for the three series of samples.
These values were always lower compared to the value obtained from three point bending tests on the mortar (7.2 MPa), with a reduction of 49%, 42% and 46% for SP_1L, SP_2L and SP-3L series respectively.
This reduction was mainly related to fibre-to-matrix slipping phenomena, underlined by DIC analyses showed in the following.
Indeed, the presence of rovings in the transversal direction implied a local reduction of the mortar cross-section with unavoidable consequent reduction of its resistance.
Stress-strain results of tensile tests: a) basalt textile grid; b) BFRCM strips The post-treatment of the experimental data allowed the definition of the peak loads (FI, FII, FIII), the peak stresses (σI, σII, σIII) and the corresponding strains (εI, εII, εIII) related to the three characteristic points at end of each stage, for the three series of samples.
These values were always lower compared to the value obtained from three point bending tests on the mortar (7.2 MPa), with a reduction of 49%, 42% and 46% for SP_1L, SP_2L and SP-3L series respectively.
This reduction was mainly related to fibre-to-matrix slipping phenomena, underlined by DIC analyses showed in the following.
Indeed, the presence of rovings in the transversal direction implied a local reduction of the mortar cross-section with unavoidable consequent reduction of its resistance.
Online since: December 2012
Authors: Jing Sun, Dong Dang
Since most countries set the lateral reduction factor of two-lane driveway to 1.0, i.e. without considering the reduction of lanes, so the sample bridge is loaded in two-lane driveway in lateral section.
It can be seen from the data in Figure 2 that: the effect size of shearing force combination according to the norm of Europe is the largest, and it is smaller for America.
It can be seen from the data in Figure 4 that: the effect size of shearing force combination according to the European norm and British norm is the largest, and it is smaller for American norm.
It can be seen from the data in Figure 6 that: the effect size of shearing force combination according to the norm of Europe is the largest, and the effect size of shearing force combination of American norm is the smallest.
It can be seen from the data in Figure 8 that: the effect size of shearing force combination according to the European norm and British norm is the largest, and it is smaller for American norm.
It can be seen from the data in Figure 2 that: the effect size of shearing force combination according to the norm of Europe is the largest, and it is smaller for America.
It can be seen from the data in Figure 4 that: the effect size of shearing force combination according to the European norm and British norm is the largest, and it is smaller for American norm.
It can be seen from the data in Figure 6 that: the effect size of shearing force combination according to the norm of Europe is the largest, and the effect size of shearing force combination of American norm is the smallest.
It can be seen from the data in Figure 8 that: the effect size of shearing force combination according to the European norm and British norm is the largest, and it is smaller for American norm.
Online since: June 2016
Authors: A.G. Barbosa de Lima, C.M. Rufino Franco
In this case, the Midilli model is given by the following equation:
(3)
wherea, b, k andnare the parameters to be determined by fitting to experimental data.
The results showed that the Midilli model presented best fit to the experimental data.
Meneghetti et al. [16] set empirical mathematical models to experimental data ofmoisture content rice grains.The effects of intermittency relations and operating efficiency were studied.
In Silva et al. [3] experimental data of continuous and discontinuous pear drying were analyzed.The solution of the diffusion equation in spherical coordinates assuming a convective boundary condition was fitted to the experimental data, allowing the determination of effective diffusion coefficient and the convective mass transfer coefficient at the surface of the product.
Silva et al. [18] have fitted both empirical and diffusive models to experimental data of whole banana drying.
The results showed that the Midilli model presented best fit to the experimental data.
Meneghetti et al. [16] set empirical mathematical models to experimental data ofmoisture content rice grains.The effects of intermittency relations and operating efficiency were studied.
In Silva et al. [3] experimental data of continuous and discontinuous pear drying were analyzed.The solution of the diffusion equation in spherical coordinates assuming a convective boundary condition was fitted to the experimental data, allowing the determination of effective diffusion coefficient and the convective mass transfer coefficient at the surface of the product.
Silva et al. [18] have fitted both empirical and diffusive models to experimental data of whole banana drying.