• 한국정보통신학회논문지
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• 제24권2호
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• pp.268-275
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• 2020

정보보안 응용에 적합한 self-timed 링 (ring) 기반 TRNG (true random number generator)의 경량 하드웨어 설계에 관해 기술한다. TRNG의 하드웨어 복잡도를 줄이기 위해 피드백 구조의 엔트로피 추출기를 제안하였으며, 이를 통해 링 스테이지 수를 최소화 하였다. 본 논문의 FSTR-TRNG는 동작 주파수와 엔트로피 추출 회로를 고려하여 링 스테이지 수가 11의 배수가 되도록 결정되었으며, 링 발진기가 등간격 모드로 진동할 수 있도록 토큰 (token)과 버블(bubble) 개수의 비를 결정하였다. FSTR-TRNG는 FPGA 디바이스에 구현하여 난수 생성 동작을 검증하였다. Spartan-6 FPGA 디바이스에 구현된 FSTR-TRNG로부터 2,000만 비트의 데이터를 추출하여 NIST SP 800-22에 규정된 통계학적 무작위성 테스트를 수행한 결과, 15개의 테스트가 모두 기준을 만족하는 것으로 확인되었다. Spartan-6 FPGA 디바이스로 합성한 FSTR-TRNG는 46 슬라이스로 구현이 되었으며, 180 nm CMOS 표준셀로 합성하는 경우에는 약 2,500 등가 게이트로 구현되었다.

• 한국습지학회지
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• 제21권1호
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• pp.66-76
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• 2019

기후변화로 인해 홍수나 가뭄과 같은 자연재난이 빈번하게 발생하고 있고, 이로 인한 피해 또한 커지고 있다. 습지는 이러한 피해를 저감하고 최소화하는데 중요한 역할을 하고 있는 것으로 알려져 있다. 특히, 자연재난으로 인한 피해 저감 뿐만 아니라 습지의 다양한 기능을 이해하기 위해서는 수위의 변동성을 분석할 필요가 있다. 따라서 본 연구에서는 경상남도 창녕군에 위치한 우포늪의 수위 자료에 적합한 시계열 모형을 도출하고 모형의 적절성을 확인하기 위해 잔차 분석을 수행하였다. 즉, ARIMA 모형을 구축하였고, 잔차 분석을 위해 기존의 비모수 통계기법, BDS 통계기법 및 CRH(Close Returns Histogram)를 통한 결과들을 비교 분석하였다. 특히, 본 연구에서는 시계열 모형의 잔차 분석을 위해 CRH의 적용 가능성을 제시하고자 하였다. 분석 결과, CRH는 정확한 무작위성 검정 결과를 도출하였을 뿐만 아니라 다른 방법들에 비해서 단순한 계산과정을 통해 쉽게 결과를 얻을 수 있었다. 따라서 시계열 모형의 잔차 분석을 위해 BDS 통계기법 뿐만 아니라 CRH를 이용한다면 보다 효과적인 분석을 할 수 있을 것으로 판단된다.

• Journal of Plant Biology
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• 제13권1호
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• pp.33-46
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• 1970

Pinus densiflora stands are common secondary forest communities on infertile soils in Korea. The stands are results of long severe past biotic pressure such as cutting, burning and grazing. These could be regarded as biotic climax in Korea. Because of their prevalent occurrence, relatively simple species and age composition, and their domestic economic importance, study of their distributional patterns may give some basic knowledge for better utilization of land resources in Korea. To detect distributional patterns and interspecific associations ten pine stands, each of which was homogenious with respect to topography and physiognomy, were subjectively selected from pine stands in Kyunggi Province near Seoul in 1969 and were made object of this study. Four contiguous systematic samples of count for trees, shrubs and seedlings from belt transects were collected from homogeneous areas within ten natural pine stands. The belt transect was 64m or 128m in length, and 1m, 2m or 4m in width. Basic units within the transect ranged from 64 to 256. The data from the contiguous transects were analysed in terms of multiple split-plot experiment. Departure from randomness of stem distribution, i.e., pattern, was tested in terms of variance mean ratio. For the detection of association between species, correlation coefficient was calculated for different block sizes. The values of ${\gamma}$ were tested by the usual t-test. Fine trees within one of the stands showed significant regular distribution through out the blocks. Within other eight stands pines were randomly distributed at basic unit with 4$\times$4m, 2$\times$2m, 2$\times$1m and 1$\times$1m. One significantly clumped distribution at basic unit 2$\times$2m, however, was observed from one of the pine stands. These randomly distributed groups were themselves significantly regularly distributed throughout the blocks for four pine stands. For the other four pine stands, in addition to the random distribution at the basie unit(the primary random group), randomly distributed groups with 32m dimension(the secondary random groups) were also observed. Both the primary and the secondary random groups were significantly regularly distributed at the rest of blocks. Pine seedlings were not distributed randomly thoughout the blocks. Within three of the ten stands they were contagiously distributed. Important shrub species underneath pines such as Querus serrata, Q. acutissima, Leapedeza intermedia, Rhododendron Yedoense var. poukhanenae, Juniperus utilis, Rhododendron mucronulatum var. ciliatum shnwed consistently similar distributional pattern with the pine at each stand. The shrub species pairs; Rhododendron Yedoense var. poukhanenae/Quercus serrata, Rhododendron mucronulatum var. ciliatum/Lespedeza intermedia were significantly negatively associated from 1m to 4m dimensional block sizes but became significantly positively associated from 8m sized blocks on. On the other hand the shrub species pairs; Lespedeza intermedia/Robinia Pseudoacacia, and Lespedeza bicolor var, japonica/Lespedeza intermedia were also significnalty negatively associated from 1m to 8m sized blocks but became significantly positively associated from 16m sized blocks on. The associational pattern between Rhododendron mucronul tun var. poukhanenae and Lespedeza intermedia was not consistent throughout the stands. In some stands negative associations were observed throughout the blocks except NS 32. From these observatons micro-edaphic variation within the pine stands seems not to be great enough to cause distributinal difference of pine trees within the ten pine stands. Among each species and pine seedings, however, the edaphic variation within the pine stands may be great enought to cause distributional variation.

• 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.