MPEG Video Evaluation Method with Time-Domain Weighting

2018 ◽  
Vol 55 (8) ◽  
pp. 081011
Author(s):  
程德强 Cheng Deqiang ◽  
许超 Xu Chao ◽  
李岩 Li Yan ◽  
游大磊 You Dalei ◽  
陈刚 Chen Gang
IEEE Access ◽  
2019 ◽  
Vol 7 ◽  
pp. 132413-132422
Author(s):  
Yang Lei ◽  
Junxiong Tan ◽  
Wenfei Guo ◽  
Jingsong Cui ◽  
Jingnan Liu

Coatings ◽  
2020 ◽  
Vol 10 (9) ◽  
pp. 859
Author(s):  
Dongdong Ye ◽  
Weize Wang ◽  
Changdong Yin ◽  
Zhou Xu ◽  
Huanjie Fang ◽  
...  

Thermal barrier coatings (TBCs) are usually subjected to the combined action of compressive stress, tensile stress, and bending shear stress, resulting in the interfacial delamination of TBCs, and finally causing the ceramic top coat to peel off. Hence, it is vital to detect the early-stage subcritical delamination cracks. In this study, a novel hybrid artificial neural network combined with the terahertz nondestructive technology was presented to predict the thickness of interface delamination in the early stage. The finite difference time domain (FDTD) algorithm was used to obtain the raw terahertz time-domain signals of 32 TBCs samples with various thicknesses of interface delamination, not only that, the influence of roughness and the thickness of the ceramic top layer were considered comprehensively when modeling. The stationary wavelet transform (SWT) and principal component analysis (PCA) methods were employed to extract the signal features and reduce the data dimensions before modeling, to make the cumulative contribution rate reach 100%, the first 31 components of the SWT detail data was used as the input data during modeling. Finally, a back propagation (BP) neural network method optimized by the genetic algorithm (GA-BP) was proposed to set up the interface delamination thickness prediction model. As a result, the root correlation coefficient R2 reached over 0.95, the various errors—including the mean square error, mean squared percentage error, and mean absolute percentage error—were less than or equal to 0.53. All these indicators proved that the trained hybrid SWT-PCA-GA-BP model had excellent prediction performance and high accuracy. Finally, this work proposed a novel and convenient interface delamination evaluation method that could also be potentially utilized to evaluate the structural integrity of TBCs.


2017 ◽  
Vol 17 (1) ◽  
pp. 25
Author(s):  
Fitri Rizqi Azizah ◽  
Puguh Hiskiawan ◽  
Sri Hartanto

Oil and natural gas as a fossil fuel that is essential for human civilization, and included in nonrenewable energy, making this energy source is not easy for updated availability. So that it is necessary for exploration and exploitation reliable implementation. Seismic exploration becomes the method most widely applied in the oil, in particular reflection seismic exploration. Data wells (depth domain) and seismic data (time domain) of reflection seismic survey provides information wellbore within the timescale. As for the good interpretation needed information about the state of the earth and is able to accurately describe the actual situation (scale depth). Conversion time domain into the depth domain into things that need to be done in generating qualified exploration map. Method of time-depth curve to be the method most preferred by the geophysical interpreter, in addition to a fairly short turnaround times, also do not require a large budget. Through data information check-shot consisting of the well data and seismic data, which is then exchanged plotted, forming a curve time-depth curve, has been able to produce a map domain depth fairly reliable based on the validation value obtained in the range of 54 - 176m difference compared to the time domain maps previously generated.Keywords: Energy nonrenewable, survei seismik, peta domain waktu, peta domain kedalaman, time-depth curve


2013 ◽  
Vol 845 ◽  
pp. 209-215 ◽  
Author(s):  
M. Sohel Rana ◽  
Kanesan Jeevan ◽  
Ramiah Harikrishnan ◽  
Ahmed Wasif Reza

The well condition asymptotic waveform evaluation (WCAWE) is presented to solve heat conduction problem with different boundary conditions. The method introduced by R. D. Slone and his colleague to solve electromagnetic problems in the frequency domain. Specially, the novelty of this paper is: This is the first time WCAWE method is presented for thermal analysis, the method is presented for time-dependent problems. The general formulation procedure is given and various examples are solved to illustrate the capabilities of the proposed scheme. The results obtain in this work by using WCAWE method showed that, the WCAWE method successfully able to approximate the initial delay. Therefore, WCAWE method is able to remove the limitation of time domain AWE


2000 ◽  
Vol 1699 (1) ◽  
pp. 142-150 ◽  
Author(s):  
Brian K. Diefenderfer ◽  
Imad L. Al-Qadi ◽  
Amara Loulizi

Excessive moisture in pavement systems can cause considerable damage and can lead to early deterioration. One method for continually monitoring the moisture content of pavement systems nondestructively is the use of time-domain reflectometry (TDR) probes. Although originally developed to measure faults in electrical cables, TDR probes employ an electromagnetic wave that is transmitted along a set of metallic conducting rods (or waveguides). The velocity of the electromagnetic wave is influenced by the dielectric constant (ϵ) of the material surrounding the waveguides. The large contrast between the dielectric constants of free water and of dry soil makes this an effective nondestructive evaluation method. Soil samples with different moisture contents were prepared and the TDR output, which is a function of the dielectric properties, was compared with the measured gravimetric moisture content. Calibration equations were developed in a laboratory setting for two types of TDR probes (CS610 and CS615) embedded in the Virginia Smart Road test facility at Blacksburg, Virginia. Preliminary field data were collected for the two different probe types embedded in different pavement structures. It is shown that the two types of TDR probes yield similar data in some situations and different data in other circumstances. It appears that the composition of the pavement structure has an effect on the moisture measured in the subbase layer. Although preliminary results indicate that the use of CS615 TDR probes in pavement applications is promising, further continuous monitoring of both types of TDR probes is necessary to determine if the CS615, which can be readily connected to a data acquisition system, can be used in lieu of the CS610, which requires a time-consuming collection procedure or possible additional data collection equipment.


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