• Journal of Communications and Networks
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• 제2권1호
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• pp.58-68
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• 2000

In this paper we introduce the correlation-aided distributed sample acquisition (CDSA) scheme for fast cell search in IMT-2000 W-CDMA cellular system. The proposed scheme incorporates the state symbol correlation process into the comparison-correction based synchronization process of the original DSA scheme to enable fast acquisition even under very poor channel environment. for its realization, each mobile station (MS) has to store in its memory a set of state sample sequences. which are determined by the long-period scrambling sequences used in the system and the sampling interval of the state samples. CDSA based cell search is carried out in two stages : First, the MS first acquires the slot timing by using the primary synch code (PSC) and then identifies the igniter code which conveys the state samples of the current cell . Secondly. the MS identifies the scrambling code and frame timing by taking the comparison-correction based synchronization approach and, if the identification is not done satisfactorily within preset time. it initiates the state symbol correlation process which correlates the received symbol sequence with the pre-stored state sample sequences for a successful identification. As the state symbol SNR is relatively high. the state symbol correlation process enables reliable synchronization even in very low chip-SNR environment. Simulation results show that the proposed CDSA scheme outperforms the 3GPP 3-step approach, requiring the signal power of about 7 dB less for achieving the same acquisition time performance in low-SNR environments. Furthermore, it turns out very robust in the typical synchronization environment where large frequency offset exists.

• 전자공학회논문지
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• 제52권9호
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• pp.13-18
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• 2015

멀티레벨 홀로그래픽 데이터 저장장치는 한 픽셀에 1비트 이상을 저장할 수 있기 때문에 용량에 대한 큰 장점을 갖는다. 본 논문에서는 (1) 레벨의 수, (2) 코드워드 내에서 픽셀의 수, (3) 최소 유클리디안 거리에 따른 코드워드들의 개수를 보여준다. 픽셀당 레벨의 수의 증가는 용량을 증가시키지만 노이즈 마진이 감소함에 따라 많은 에러를 발생시킨다. 코드워드에서 픽셀개수의 증가는 코드율을 증가시키며 용량을 늘리지만, 코드의 인코더와 디코더의 복잡도를 증가시킨다. 코드의 최소 거리 증가는 검출 에러를 줄이지만 코드율을 감소시킨다. 위와 같이 시스템 디자인은 항상 장 단점을 가지고 있지만, 시스템의 요구사항을 위해 주어진 상황에서 효과적인 방법을 찾아야 한다. 그러므로 본 논문에서 조사된 코드워드의 수는 효과적인 코드 디자인을 위한 가이드라인을 제시한다.

• 융합신호처리학회논문지
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• 제13권4호
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• pp.194-200
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• 2012

본 논문에서는 S.Bostas와 V.Kumar[7]에 의하여 제안되고 $GF(2^n)$에서 정의되는 부호계열 발생알고리즘을 분석하고, 길이 n인 이진벡터로 이루어지는 벡터공간 $F_2$으로부터, 두 원소로 정의되는 공간 $F_2$로 사상할 수 있는 부울함수를 이용하여 발생기 구성 함수를 도출하였다. 차수 n=5와 n=7인 두 종류의 최소 다항식을 이용한 피드벡 쉬프트레지스터를 기반으로 Trace 함수로부터 부호계열 발생기 구성 부울함수를 도출하고 발생기를 설계 구성하였으며 이를 이용하여 두 종류의 부호계열 군을 발생하였다. 발생된 부호계열의 주기는 각각 31과 127로서 주기 $L=2^n-1$을 만족하고 ${\tau}=0$을 제외한 자기상관함수 값과 상호상관함수 값이 각각 {-9, -1, 7}과 {-17, -1, 15}로서 상관함수 값 $R_{i,j}({\tau})=\{-2^{(n+1)/2}-1,-1,2^{(n+1)/2}-1\}$의 특성을 만족하였다. 이 결과로부터 부울함수를 이용한 부호계열 발생기 설계와 구성이 타당함을 확인하였다.

• 한국전자통신학회논문지
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• 제10권9호
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• pp.1019-1026
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• 2015

본 논문은 UTF-8 부호화된 문자의 원천부호가 회선부호기에 입력될 때 HDB-3 스크램블링을 최소화하도록 하는 문자의 원천부호화 규칙을 연구하였다. 기존 연구는 원천부호자체가 회선부호기에 입력될 때 HDB-3 스크램블링을 최소화하기 위한 문자의 원천부호화 규칙에 관한 내용이었으나 이번 연구에서는 원천부호가 UTF-8부호로 변환되면서 UTF-8부호와 원천부호간의 스크램블링 관계가 상호 대응적이지 않음을 분석하였다. 따라서 UTF-8 부호의 HDB-3 스크램블링 최소화를 위한 문자의 원천부호화 규칙이 없을 경우, UTF-8부호에서 스크램블링이 발생하는 부호를 분석하기 위해 원천부호를 모두 UTF-8부호로 변환한 후에 분석을 통해 스크램블링이 발생하지 않는 원천부호영역에서 부호화해야 한다. 제안된 UTF-8 부호에 대한 문자의 원천부호화 규칙을 적용할 경우, 이러한 복잡한 과정을 거치지 않고 스크램블링을 최소화 할 수 있는 문자의 원천부호화가 가능하다.

• Structural Engineering and Mechanics
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• 제72권5호
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• pp.643-652
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• 2019

Protection of cultural heritage and carrying it to the future are at the top of the significant topics of research and implementation in engineering in the 21st century. There are several historical structures in the district of Ahlat located in the east of Turkey on the Lake Van Basin that has harbored many civilizations. Some of such works are the gravestones that are found in the Ahlat Seljuk Cemetery, which is the oldest and largest cemetery in the district. This study firstly provides information about the Ahlat Seljuk Cemetery and the gravestones found in it. Observation-based structural analyses were carried out on these gravestones that are found in this area that are known to have belonged to different civilizations based on their physical and constructional characteristics. These stones were built out of Ahlat stone as single pieces. Information is provided on the damages that have occurred on the gravestones in time and their causes. In general, losses of mass, abrasions, separations, collapses and calcifications due to natural conditions, as well as vegetative formations, were observed in the gravestones. To provide an example of other gravestones within the context of the study, the gravestone that is known to belong to the person named Nureddin Ebu Hasan was selected. As a result of the modeling that was carried out for this gravestone by using the finite elements method, modal analyses were carried out. With these analyses, for the gravestone, period, effective mass participation rates and stress values were calculated. The stress values that were obtained in this study were compared to the material safety stress values that were obtained in previous studies. Additionally, QR code application was created for the gravestone that was selected as an example in the study, and information on this gravestone was transferred to an electronic environment. The QR code application includes different language options, visuals of the gravestone and information on the gravestone. The QR application was also supported with a video of the cemetery where the gravestone is located. With this application, access to information about gravestones will be possible by using tablets and smartphones. With a QR code to be created for each gravestone, these gravestones will obtain identity cards.

• Architectural research
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• 제19권4호
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• pp.117-124
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• 2017

In this research, we carried out finite element analysis depends on the variations such as the strength of the main bar, concrete, shear-span ratio(a/d) and existence of shear reinforcing bar. Throughout the results of FEM analysis, we were able to figure out how each variation can effect on shear performance. As the strength of concrete increased, the maximum shear force enhancement effect of each specimen was evaluated. As a result, the shear strengthening effect was 51~97% for shear reinforced specimens, and 26~44% for non-shear reinforced specimens. As the yield strength of reinforcing bars increases, the shear reinforcement effect of the specimen the specimens without shear reinforcement were 3%~6% higher than those with shear reinforcement. Theoretical and analytical values were compared using the design equations obtained from the CEB code. Theoretical and analytical values were compared using the design equations obtained from the CEB code. As a result, the error rate was the highest at 3.64 in the S1.0-C0 series and the lowest at 1.46 in the S1.7-C1 series. Therefore, the design equation of the CEB code is estimated to underestimate the actual shear strength of deep beams that are not subjected to shear reinforcement.

• 한국도로학회논문집
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• 제16권2호
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• pp.43-52
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• 2014

PURPOSES : To solve problems in current compaction control DCPT(Dynamic Cone Penetrometer Test), highly correlated with various testing methods, simple, and economic is being applied. However, it、s hard to utilize DCPT results due to the few numerical analyses for DCPT have been performed and the lack of data accumulation. Therefore, this study tried to verify the validation of numerical modeling for DCPT by comparing and analyzing the results of numerical analyses with field tests. METHODS: The ground elastic modulus and PR(Penetration Rate) value were estimated by using PFC(Particle Flow Code) 3D program based on the discrete element method. Those values were compared and analyzed with the result of field tests. Also, back analysis was conducted to describe ground elastic modulus of field tests. RESULTS : Relative errors of PR value between the numerical analyses and field tests were calculated to be comparatively low. Also, the relationship between elastic modulus and PR value turned out to be similar. CONCLUSIONS : Numerical modeling of DCPT is considered to be suitable for describing field tests by carrying out numerical analysis using PFC 3D program.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2008년도 춘계학술대회논문집
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• pp.268-271
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• 2008

If a reactor vessel is failed to retain a molten corium in a postulated severe accident, the molten corium is released outside the reactor vessel into a reactor cavity. The molten corium would attack the concrete wall and basemat of the reactor cavity, which may lead to inevitable concrete decompositions and possible radiological releases. In the OECD/MCCI project, a series of tests were performed to secure the data for cooling the molten corium spread out at the reactor cavity and for the long-term CCI (Core Concrete Interaction). Also, a MCCI (Molten Core Concrete Interaction) analysis code, CORQUENCH was upgraded at Argonne National Laboratory with embedding the new models developed for the tests. This paper deals with analyses of MCCI at plant scale under the conditions of top flooding using the upgraded CORQUENCH code. The modeling approach is briefly summarized first, followed by presentation of a validation calculation that illustrates the predicative capability of the modeling tool. With this background in place, the model is then used to carry out a parametric set of scoping calculations that define approximate coolability envelopes for the LCS (Limestone Common Sand) concrete that has been evaluated in the OECD/MCCI project.

• Nuclear Engineering and Technology
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• 제53권6호
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• pp.1893-1908
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• 2021

In light of the importance of helium production in influencing the behaviour of fast reactor fuels, in this work we present a burn-up module with the objective to calculate the production of helium in both in-pile and out-of-pile conditions tracking the evolution of 23 alpha-decaying actinides. This burn-up module relies on average microscopic cross-section look-up tables generated via SERPENT high-fidelity calculations and involves the solution of the system of Bateman equations for the selected set of actinide nuclides. The results of the burn-up module are verified in terms of evolution of actinide and helium concentrations by comparing them with the high-fidelity ones from SERPENT, considering two representative test cases of (U,Pu)O₂ fuel in fast reactor conditions. In addition, a code-to-code comparison is made with the independent state-of-the-art module TUBRNP (implemented in the TRANSURANUS fuel performance code) for the same test cases. The herein presented burn-up module is available in the SCIANTIX code, designed for coupling with fuel performance codes.

• Structural Engineering and Mechanics
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• 제81권2호
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• pp.163-178
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• 2022

This paper aimed to study the local bond-slip behavior between ultra-high-performance concrete (UHPC) and a reinforcing bar after exposure to high temperatures. A series of pull-out tests were carried out on cubic specimens of size 150×150×150 mm with deformed steel bar embedded for a fixed length of three times the diameter of the tested deformed bar. The experimental results of the bond stress-slip relationship were compared with the Euro-International Concrete Committee (CEB-Comite Euro-International du Beton)-International Federation for Prestressing (FIP-Federation Internationale de la Precontrainte) Model Code and with prediction models found in the literature. In addition, based on the test results, an empirical model of the bond stress-slip relationship was proposed. The evaluation and comparison results showed that the modified CEB-FIP Model code 2010 proposed by Aslani and Samali for the local bond stress-slip relationship for UHPC after exposure to high temperatures was more conservative. In contrast, for both room temperature and after exposure to high temperatures, the modified CEB-FIP Model Code 2010 local bond stress-slip model for UHPC proposed in this study was able to predict the test results with reasonable accuracy.