• Journal of Radiation Protection and Research
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• 제34권4호
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• pp.155-164
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• 2009

In this paper, we used computerized glow curve deconvolution (CGCD) software with several models for the simulation of a TL glow curve which was used for analysis. By using the general approximation plus model, parameters values of the glow curve were analyzed and compared with the other models parameters (general approximation, mixed order kinetics, general order kinetics). The LiF:Mg,Cu,Si and the LiF:Mg,Cu,P material were used for the glow curve analysis. And we based on figure of merits (FOM) which was the goodness of the fitting that was monitored through the value between analysis model and TLD materials. The ideal value of FOM is 0 which represents a perfect fit. The main glow peak makes the most effect of radiation dose assessment of TLD materials. The main peak of the LiF:Mg,Cu,Si materials has a intensity rate 80.76% of the whole TL glow intensity, and that of LiF:Mg,Cu,P materials has a intensity rate 68.07% of the whole TL glow intensity. The activation energy of LiF:Mg,Cu,Si was analyzed as 2.39 eV by result of the general approximation plus(GAP) model. In the case of mixed order kinetics (MOK), the activation energy was analyzed as 2.29 eV. The activation energy was analyzed as 2.38 eV by the general order kinetics (GOK) model. In the case of LiF:Mg,Cu,P TLD, the activation energy was analyzed as 2.39 eV by result of the GAP model. In the case of MOK, the activation energy was analyzed as 2.55 eV. The activation energy was analyzed as 2.51 eV by the GOK model. The R value means different ratio of retrapping-recombination. The R value of LiF:Mg,Cu,Si TLD main peak analyzed as $1.12\times10^{-6}$ and $\alpha$ value analyzed as $1.0\times10^{-3}$. The R of LiF:Mg,Cu,P TLD analyzed as $7.91\times10^{-4}$, the $\alpha$ value means different ratio of initial thermally trapped electron density-initial trapped electron density (include thermally disconnected trap electrons density). The $\alpha$ value was analyzed as $9.17\times10^{-1}$ which was the difference from LiF:Mg,Cu,Si TLD. The deep trap electron density of LiF:Mg,Cu,Si was higher than the deep trap electron density of LiF:Mg,Cu,P.

• 한국산학기술학회논문지
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• 제16권6호
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• pp.3736-3741
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• 2015

연료탱크 충돌충격시험은 연료탱크의 내충격 성능을 검증하는 시험으로, 충돌충격시험을 통과한 연료탱크는 생존가능 충돌환경에서 화재가 발생하지 않아 승무원의 생존성이 대폭 향상될 수 있음을 의미한다. 그러나, 충돌충격시험은 높은 충격하중 때문에 실패 위험성이 큰 시험이다. 만약, 충돌충격시험을 실패할 경우에는 설계보완 및 시편 재제작 등으로 재시험 준비 기간이 상당히 소요되어 항공기 개발일정에 상당한 지장을 초래하게 된다. 따라서, 연료탱크 설계 초기에 충돌충격시험에 대한 수치해석을 수행함으로써 실물시험에서의 실패 가능성을 최소화하는 노력이 필요하다. 본 연구에서는 충돌모사 프로그램인 LS-DYNA에서 지원하는 입자법을 사용하여 Phase I 인증시험의 연료탱크 충돌충격시험 수치모사를 수행하였다. 수치해석 조건으로 미군사규격(MIL-DTL-27422)에서 요구하는 시험조건을 반영하였고, 실물 연료탱크 소재의 시편시험을 통해 확보한 물성 데이타를 수치 해석에 적용하였다. 그 결과로 연료탱크 소재와 중첩부위, 피팅 부위에 작용하는 충격하중을 분석함으로써, 연료탱크 설계시 접착강도와 중첩범위 결정을 위한 설계하중 획득 가능성을 타진하였다.

• 정보처리학회논문지:소프트웨어 및 데이터공학
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• 제2권10호
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• pp.713-722
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• 2013

본 논문에서는 깊이정보를 이용하여 케스케이드 방식에 기반한 실시간 손 영역 검출 방법을 제안한다. 실험 환경 조명 조건의 변화로부터 빠르고 안정적으로 손 영역을 검출하기 위해 깊이정보만을 이용한 특징을 제안하며, 부스팅과 케스케이드 방법을 이용한 분류기를 통해 손 영역 검출 방법을 제안한다. 먼저, 깊이정보만을 이용한 특징을 추출하기 위해 입력영상의 중심 깊이 값과 분할된 블록의 평균 깊이 값의 차이를 계산하고, 모든 크기의 손 영역 검출을 위해 중심 깊이 값과 2차 선형 모델을 이용하여 손 영역의 크기를 예측한다. 그리고 손 영역으로부터의 특징 추출을 통한 학습 및 인식을 위해 케스케이드 방식을 적용한다. 본 논문에서 제안한 분류기는 정확도를 유지하고 속도를 향상시키기 위하여 각 스테이지를 한 개의 약분류기로 구성하고 검출율을 만족하면서 오류율이 가장 낮은 임계값을 구하여 과적합 학습을 수행한다. 학습된 분류기를 이용하여 손 영역을 분류하고, 병합단계를 통해 최종 손 영역을 검출한다. 마지막으로 성능 검증을 위해 기존의 다양한 아다부스트와 정량적, 정성적 비교 분석을 통해 제안하는 손 영역 검출 알고리즘의 효율성을 입증한다.

• Asian-Australasian Journal of Animal Sciences
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• 제32권12호
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• pp.1836-1843
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• 2019

Objective: Social genetic effects (SGE) are an important genetic component for growth, group productivity, and welfare in pigs. The present study was conducted to evaluate i) the feasibility of the single-step genomic best linear unbiased prediction (ssGBLUP) approach with the inclusion of SGE in the model in pigs, and ii) the changes in the contribution of heritable SGE to the phenotypic variance with different scaling ${\omega}$ constants for genomic relationships. Methods: The dataset included performance tested growth rate records (average daily gain) from 13,166 and 21,762 pigs Landrace (LR) and Yorkshire (YS), respectively. A total of 1,041 (LR) and 964 (YS) pigs were genotyped using the Illumina PorcineSNP60 v2 BeadChip panel. With the BLUPF90 software package, genetic parameters were estimated using a modified animal model for competitive traits. Giving a fixed weight to pedigree relationships (${\tau}:1$), several weights (${\omega}_{xx}$, 0.1 to 1.0; with a 0.1 interval) were scaled with the genomic relationship for best model fit with Akaike information criterion (AIC). Results: The genetic variances and total heritability estimates ($T^2$) were mostly higher with ssGBLUP than in the pedigree-based analysis. The model AIC value increased with any level of ${\omega}$ other than 0.6 and 0.5 in LR and YS, respectively, indicating the worse fit of those models. The theoretical accuracies of direct and social breeding value were increased by decreasing ${\omega}$ in both breeds, indicating the better accuracy of ${\omega}_{0.1}$ models. Therefore, the optimal values of ${\omega}$ to minimize AIC and to increase theoretical accuracy were 0.6 in LR and 0.5 in YS. Conclusion: In conclusion, single-step ssGBLUP model fitting SGE showed significant improvement in accuracy compared with the pedigree-based analysis method; therefore, it could be implemented in a pig population for genomic selection based on SGE, especially in South Korean populations, with appropriate further adjustment of tuning parameters for relationship matrices.

• Structural Engineering and Mechanics
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• 제83권3호
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• pp.305-326
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• 2022

To realize the recycling utilization of waste concrete and alleviate the shortage of resources, 11 specimens of steel reinforced recycled concrete (SRRC) filled circular steel tube columns were designed and manufactured in this study, and the cyclic loading tests on the specimens of columns were also carried out respectively. The hysteretic curves, skeleton curves and performance indicators of columns were obtained and analysed in detail. Besides, the finite element model of columns was established through OpenSees software, which considered the adverse effect of recycled coarse aggregate (RA) replacement rates and the constraint effect of circular steel tube on internal RAC. The numerical calculation curves of columns are in good agreement with the experimental curves, which shows that the numerical model is relatively reasonable. On this basis, a series of nonlinear parameters analysis on the hysteretic behaviors of columns were also investigated. The results are as follows: When the replacement rates of RA increases from 0 to 100%, the peak loads of columns decreases by 7.78% and the ductility decreases slightly. With the increase of axial compression ratio, the bearing capacity of columns increases first and then decreases, but the ductility of columns decreases rapidly. Increasing the wall thickness of circular steel tube is very profitable to improve the bearing capacity and ductility of columns. When the section steel ratio increases from 5.54% to 9.99%, although the bearing capacity of columns is improved, it has no obvious contribution to improve the ductility of columns. With the decrease of shear span ratio, the bearing capacity of columns increases obviously, but the ductility decreases, and the failure mode of columns develops into brittle shear failure. Therefore, in the engineering design of columns, the situation of small shear span ratio (i.e., short columns) should be avoided as far as possible. Based on this, the calculation model on the skeleton curves of columns was established by the theoretical analysis and fitting method, so as to determine the main characteristic points in the model. The effectiveness of skeleton curve model is verified by comparing with the test skeleton curves.

• 대한치과보철학회지
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• 제60권1호
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• pp.37-43
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• 2022

환자는 새 의치 장착 후 정상 발음 패턴을 찾아가는 경향이 있다. 하지만 어떤 환자의 경우 상악 총의치의 새로운 구개 형태에 적응하는데 오랜 시간이 소요된다. 본 증례에서 환자는 "현재 쓰고 있는 의치가 낡아 재제작 하고 싶다"는 주소로 내원하였다. 임상적, 방사선학적 검사를 통한 진단 후 상악 총의치와 하악 가철성 국소의치를 재제작 하였다. 환자는 새 의치장착 후 첫번째 내원에서 /s/발음이 샌다고 하였다. 환자에게 /s/발음을 지시하였을 때 휘파람을 부는 듯한 새는 소리가 났다. 새로 장착한 총의치의 전방 구개면이 기존의 의치에 오목한 것을 발견하였고 상악 구개부에 조직조정재를 적용하여 /s/발음을 지시하였다. 해당 조직 조정재 부위를 상온중합형 의치상 레진으로 교체해 주었다. 환자는 즉각적인 만족감을 표현하였고 객관적인 평가를 위해 Palatogram과 음성 분석 소프트웨어를 통해 발음의 명확도를 확인하였다. 본 증례에서는 발음에 어려움을 호소하는 의치 치료를 받은 환자에서 즉각적인 의치 수리를 하였으며 이를 통해 환자의 만족을 얻고 객관적인 평가를 통해 발음 개선을 확인하였기에 이를 보고하고자 한다.

• Steel and Composite Structures
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• 제47권1호
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• pp.91-102
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• 2023

To study the evaluation standard and control limit of mortar filling layer void length, in this paper, the train sub-model was developed by MATLAB and the track-bridge sub-model considering the mortar filling layer void was established by ANSYS. The two sub-models were assembled into a train-track-bridge coupling dynamic model through the wheel-rail contact relationship, and the validity was corroborated by the coupling dynamic model with the literature model. Considering the randomness of fastening stiffness, mortar elastic modulus, length of mortar filling layer void, and pier settlement, the test points were designed by the Box-Behnken method based on Design-Expert software. The coupled dynamic model was calculated, and the support vector regression (SVR) nonlinear mapping model of the wheel-rail system was established. The learning, prediction, and verification were carried out. Finally, the reliable probability of the amplification coefficient distribution of the response index of the train and structure in different ranges was obtained based on the SVR nonlinear mapping model and Latin hypercube sampling method. The limit of the length of the mortar filling layer void was, thus, obtained. The results show that the SVR nonlinear mapping model developed in this paper has a high fitting accuracy of 0.993, and the computational efficiency is significantly improved by 99.86%. It can be used to calculate the dynamic response of the wheel-rail system. The length of the mortar filling layer void significantly affects the wheel-rail vertical force, wheel weight load reduction ratio, rail vertical displacement, and track plate vertical displacement. The dynamic response of the track structure has a more significant effect on the limit value of the length of the mortar filling layer void than the dynamic response of the vehicle, and the rail vertical displacement is the most obvious. At 250 km/h - 350 km/h train running speed, the limit values of grade I, II, and III of the lengths of the mortar filling layer void are 3.932 m, 4.337 m, and 4.766 m, respectively. The results can provide some reference for the long-term service performance reliability of the ballastless track-bridge system of HRS.