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Online since: November 2012
Authors: Xuan Liu, Peng Xin Liu, Ping Liu
Experimental evaluations using scan data or noise data demonstrate the efficiency of the proposed method.
First a triangular mesh is created which reflects the basic topology of the final model and remains a preferred representation for surface data because of its ability to approximated complex shapes and visualization efficiency.
Given n data points, = 1,…,on a d-dimensional space,the multivariate kernel density estimate obtained with kernel functionand bandwidth h is
When the weight of the smallest edge is larger than a given threshold, this graph reduction ends.
(b) Pocket The noise contaminated in the data may come from measurement and form error.
First a triangular mesh is created which reflects the basic topology of the final model and remains a preferred representation for surface data because of its ability to approximated complex shapes and visualization efficiency.
Given n data points, = 1,…,on a d-dimensional space,the multivariate kernel density estimate obtained with kernel functionand bandwidth h is
When the weight of the smallest edge is larger than a given threshold, this graph reduction ends.
(b) Pocket The noise contaminated in the data may come from measurement and form error.
Online since: November 2013
Authors: Hao Wu, Jian Wang, Li Sha Chai
The outcomes agree well with the in-situ observation data and the indoor experiment data, which verifies the feasibility of modeling the sinking process of open caissons using PFC and further studying their soil-structure interaction mechanisms from the microscopic prospect.
At present, the working conditions of open caissons are usually studied with semi-empirical theoretical analytical method, in-situ observation data analysis, indoor model test, and numerical simulation, and the sidewall pressure is important to open caisson design and is of interest to the geotechnical engineering community.
It can be seen that sidewall pressure firstly increases almost linearly, then fluctuates in a certain range of depth, after that it starts to decrease gradually with the reduction of sidewall elevation.
The above characteristics agree well with the in-site observation data [7-8].
(2) The variations of the side pressure of the PFC simulation agree well with the in situ observation data and indoor experiment data, which indicate that PFC can offer a new approach to further study the interaction mechanism between open caisson and soils from the microscopic prospect.
At present, the working conditions of open caissons are usually studied with semi-empirical theoretical analytical method, in-situ observation data analysis, indoor model test, and numerical simulation, and the sidewall pressure is important to open caisson design and is of interest to the geotechnical engineering community.
It can be seen that sidewall pressure firstly increases almost linearly, then fluctuates in a certain range of depth, after that it starts to decrease gradually with the reduction of sidewall elevation.
The above characteristics agree well with the in-site observation data [7-8].
(2) The variations of the side pressure of the PFC simulation agree well with the in situ observation data and indoor experiment data, which indicate that PFC can offer a new approach to further study the interaction mechanism between open caisson and soils from the microscopic prospect.
Online since: September 2013
Authors: Maria Rosa Valluzzi, Enrico Garbin, Antonino di Bella
The reduction of Ø6×120 mm from 90 to 48, in the case of OSB panels as second structural layer, further lowered the performances.
All the specimens showed a similar strength reduction trend, the lowest of which refers to the specimen FC+45°SP(25).R.OSB.
From a structural point of view, the experimental data showed as the introduction of a noise-abating layer made negligible the contribution of any second structural layer.
A lower noise generation is indicative of an improved noise reduction performance.
The adoption of the wood fibreboard and hemp LDF panel was not able to provide a further reduction of the generated noise.
All the specimens showed a similar strength reduction trend, the lowest of which refers to the specimen FC+45°SP(25).R.OSB.
From a structural point of view, the experimental data showed as the introduction of a noise-abating layer made negligible the contribution of any second structural layer.
A lower noise generation is indicative of an improved noise reduction performance.
The adoption of the wood fibreboard and hemp LDF panel was not able to provide a further reduction of the generated noise.
Online since: July 2017
Authors: Mohamad Kamarol Mohd Jamil, Siti Mariam Yusof, Muzamir Isa, Nuriziani Hussin, Kiasatina Azmi
During sonication process, the palm oil and treated waste vegetable oil were heated at 75˚C for 1 hour to accelerate the viscosity reduction process.
The trend of viscosity reduction is similar on TWVO.
Table 2 presents the data of various oil impregnated paper samples (IP).
Viscosity reduction of oil using esterification process is excellent since it gives 14.36% lower εr and 54.76% lower tan δ of IPPOME compared to the IPPO.
Isa, Viscosity Reduction of Palm Oil via Ultrasonic Radiation, Appl.
The trend of viscosity reduction is similar on TWVO.
Table 2 presents the data of various oil impregnated paper samples (IP).
Viscosity reduction of oil using esterification process is excellent since it gives 14.36% lower εr and 54.76% lower tan δ of IPPOME compared to the IPPO.
Isa, Viscosity Reduction of Palm Oil via Ultrasonic Radiation, Appl.
Online since: January 2012
Authors: Amir Mostafapour Asl, Ehsan Azarsa, Vahid Tavakolkhah
Any additional workpiece contact with shoulder provides significant amount of flash around the shoe (shoulder), which results in thickness reduction.
Table 1: Welding parameters selected in present study Fig.3: Diagram of tensile and flexural strength of samples 3.Results and Discussion 3.1 Mechanical properties Average ultimate tensile and flexural strength of samples are given in table3 and the relevant diagrams of data are shown in Fig.3.
By rising temperature to 110˚c, a reduction in the amount of degraded materials has been observed at the joint line, thereby the tensile strength goes up to 16.5 MPa.
In these test conditions less heat production through weld line and consequently narrow weld nugget is responsible for reduction tensile and flexural strength.
When welding parameters were selected in order that tool could produce sufficient heat to melt whole weld nugget, it was resulted in reduction of this imperfection area.
Table 1: Welding parameters selected in present study Fig.3: Diagram of tensile and flexural strength of samples 3.Results and Discussion 3.1 Mechanical properties Average ultimate tensile and flexural strength of samples are given in table3 and the relevant diagrams of data are shown in Fig.3.
By rising temperature to 110˚c, a reduction in the amount of degraded materials has been observed at the joint line, thereby the tensile strength goes up to 16.5 MPa.
In these test conditions less heat production through weld line and consequently narrow weld nugget is responsible for reduction tensile and flexural strength.
When welding parameters were selected in order that tool could produce sufficient heat to melt whole weld nugget, it was resulted in reduction of this imperfection area.
Online since: July 2011
Authors: Le Jin Zhang
Five data models are simulated for thermal analysis of the shipping container house project, where window size, insulation and fuel type are studied variables.
Setting location for weather data.
The project site is Ravenscraig, Lanarkshire of Scotland; it is to the southeast of Glasgow, which is the closest and most similar location in Location and weather data wizard of IES VE.
Therefore Glasgow/Airport, UK (Latitude 55.87 of North, Longitude 4.43 of West) is applied as the location data for the site, the weather data is from ASHRAE database, and the percentile (annul) for heating loads weather is 99.6%, while the rest 0.04% is for cooling loads weather.
In the base case, construction materials, room data and energy supply system are set as default for simulation, the following simulation continue to use these defined settings.
Setting location for weather data.
The project site is Ravenscraig, Lanarkshire of Scotland; it is to the southeast of Glasgow, which is the closest and most similar location in Location and weather data wizard of IES VE.
Therefore Glasgow/Airport, UK (Latitude 55.87 of North, Longitude 4.43 of West) is applied as the location data for the site, the weather data is from ASHRAE database, and the percentile (annul) for heating loads weather is 99.6%, while the rest 0.04% is for cooling loads weather.
In the base case, construction materials, room data and energy supply system are set as default for simulation, the following simulation continue to use these defined settings.
Online since: September 2011
Authors: Shuang Hui Hao, Ming Hui Hao, Zi Li Tang
In an ADS, all of the Atoms are connected only through the Data Field (DF), which, in this application, consists of independent current sensors and rotor position sensors of each Atoms; all data is broadcasted into the DF and the data itself logically circulates in the DF.
The system structure may vary, depending on the expansion, the reduction or the partial faults of system.
No communication is carried out between each two groups and no data field of each group is shared.
Once 1 to (n-1) Atoms of a group fail, the remainder work uninterruptedly, compensating the reduction caused by the failure.
Mori: Autonomous Decentralized Systems: Concept, Data Filed Architecture and Future Trends, International Symposium on Autonomous Decentralized Systems, ISADS1993 (1993), p.28-34.
The system structure may vary, depending on the expansion, the reduction or the partial faults of system.
No communication is carried out between each two groups and no data field of each group is shared.
Once 1 to (n-1) Atoms of a group fail, the remainder work uninterruptedly, compensating the reduction caused by the failure.
Mori: Autonomous Decentralized Systems: Concept, Data Filed Architecture and Future Trends, International Symposium on Autonomous Decentralized Systems, ISADS1993 (1993), p.28-34.
Online since: February 2014
Authors: Martin Hundhausen, Thomas Seyller, Michl Kaiser, Felix Fromm
The data points
of graphene centered at z0 = 0 µm correspond to the sample in top-up and at z0 = −135 µm to the
sample in top-down configuration.
The intensity of the LOSiC mode is approximately the same in both configurations and therefore only one data set is shown.
The data sets of the G and 2D line intensity (crosses and solid circles) correspond to measurements in top-up and in top-down geometry.
Fitting the data with the error function yields the FWHM of the focus spot.
geometry to data points measured with NA = 0.35 and 0.55 objectives.
The intensity of the LOSiC mode is approximately the same in both configurations and therefore only one data set is shown.
The data sets of the G and 2D line intensity (crosses and solid circles) correspond to measurements in top-up and in top-down geometry.
Fitting the data with the error function yields the FWHM of the focus spot.
geometry to data points measured with NA = 0.35 and 0.55 objectives.
Online since: December 2010
Authors: Vitor Luiz Sordi, Erika Fernanda Prados, Maurizio Ferrante
However, researchers soon realized that high strength was almost always counterbalanced by low ductility and this was attributed to the drastic grain size reduction that results from SDP.
Tensile Behaviour The engineering stress - strain curves of all deformed samples are in Figure 1 and the respective quantitative data are summarized in Table 1.
Recalling yield strength data and Table I it is apparent that hardening by precipitation is swamped by recovery caused by PDHT, but this trend is not followed when comparing 1XS and 4XS with 1XS(100) and 4XS(100), in terms of σu.
The other parameters are the level of ECAP deformation and the concurrent grain size reduction, both opposing dislocation accumulation.
The role of the former parameter can be analyzed by comparing data for 1XS and 4XS see Figure 2 and Table 1.
Tensile Behaviour The engineering stress - strain curves of all deformed samples are in Figure 1 and the respective quantitative data are summarized in Table 1.
Recalling yield strength data and Table I it is apparent that hardening by precipitation is swamped by recovery caused by PDHT, but this trend is not followed when comparing 1XS and 4XS with 1XS(100) and 4XS(100), in terms of σu.
The other parameters are the level of ECAP deformation and the concurrent grain size reduction, both opposing dislocation accumulation.
The role of the former parameter can be analyzed by comparing data for 1XS and 4XS see Figure 2 and Table 1.
Online since: January 2014
Authors: Hai Bing Liu, Jun Gu
It is able to meet existing emission limits and can have a remarkable effect on reduction of landfill disposal option.
Analysis of heavy metal emission data from municipal waste combustion.
Estimation of energy recovery and reduction of CO2 emission in municipal solid waste power generation.
Analysis of heavy metal emission data from municipal waste combustion.
Estimation of energy recovery and reduction of CO2 emission in municipal solid waste power generation.