• Journal of the Korean Statistical Society
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• 제26권3호
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• pp.355-363
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• 1997

In queueing theory, polling systems have been widely studied as a way of serving several stations in cyclic order. In this paper we consider Markov-modulated Poisson process which is useful for approximating a superposition of heterogeneous arrivals. We derive the mean waiting time of each station in a polling system where the arrival process is modeled by a Markov-modulated Poisson process.

• 융합정보논문지
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• 제7권4호
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• pp.1-9
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• 2017

본 연구의 목적은 치과 내원 환자들의 인적서비스, 서비스 가치 정도를 알아보고 치과 재이용 의사에 영향을 미치는 결정요인을 파악하여 공급자와 소비자에게 질적 치과 의료서비스에 대한 정확한 요구도를 도출, 서로 간에 긍정적인 영향을 주고자 실시하였다. 대전 및 전북지역의 치과 의료기관에 내원한 성인을 대상으로 한 서술적 조사연구이며, 자료는 SPSSWIN 18.0을 이용하여 t-test와 one way ANOVA, Pearson correlation, Stepwise multiple regression을 이용하여 분석하였다. 인적서비스는 서비스 가치, 재이용 의사와 유의한 양의 상관관계를 나타냈고, 서비스 가치도 재이용 의사와 유의한 양의 상관관계를 나타냈다. 재이용 의사에 영향을 미치는 변수는 서비스 가치, 인적서비스, 치과 의료서비스에 대한 차별감으로 나타났다. 따라서 내원 환자에게 맞춤 치과 의료서비스를 제공하기 위한 최적화된 프로그램 개발이 필요하며, 꾸준한 방법 모색을 통한 실제 적용이 요구된다.

• 콘크리트학회논문집
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• 제12권4호
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• pp.31-40
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• 2000

This study aims to improve serviceability of concrete by inducing chemical prestress with the application of expansive additives for concrete. For this purpose, material tests and 4 point-bending tests of RC slabs were performed to verify the effect of expansive additives on the concrete. and the critical aspects of the structural behavior were investigated. The results of the material tests show that the optimal proportion of expansive additives is 13% of total cement weigth and the properties of expansive concrete in that proportion are the same as those of plain concrete. Both the experimental cracking load and service load of the expansive concrete slabs are increased in comparison with those of the plain concrete. In addition to the above results, the deflection of expansive concrete is smaller than that of plain concrete, and permanent strains resulting from cyclic load are decreased. It can be concluded that the use of expansive additives to induce chemical prestress in RC slabs greatly improves the serviceability.

• 대한산업공학회지
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• 제14권1호
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• pp.1-15
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• 1988

DS1 transmission systems use framing bit errors, bipolar violations and code-detected errors to estimate the bit error rate when determining errored and severely errored seconds. Using the coefficient of variation under the memoryless binary symmetric channel assumption, a basic framework to evaluate these estimation schemes is proposed to provide a practical guideline in determining errored and severely errored seconds which are fundamental in monitoring the real-ime error performance of DS1 transmission systems carrying live traffic. To evaluate the performance of the cyclic redundancy check code (CRC), a computer simulation model is used. Several drawbacks of the superframe format in association with real time error performance monitoring are discussed. A few recommendations are suggested in measuring errored and severely errored seconds, and determining service limit alarms through the use of the superframe format. Furthermore, we propose a new robust scheme for determining service limit alarms which take into consideration the limitations of some estimation schemes for the time interval of one second.

• 정보처리학회논문지C
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• 제13C권6호
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• pp.677-684
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• 2006

본 논문은 구현에 사용된 동기알고리즘에 의한 구현손실과 다중경로 페이딩을 고려하여 MB-OFDM UWB(Multi-Band Orthogonal Frequency Division Multiplexing Ultra Wide Band) 시스템 수신기 링크 마진 (link margin)을 시뮬레이션을 통해 정량적으로 분석하였다. MB-OFDM UWB시스템은 CP(Cyclic Prefix)대신에 ZP(Zero padding)를 사용하고 심볼마다 3개 주파수 대역을 호핑(Hopping)하는 TFI(Time Frequency Interleaving)모드와 하나의 주파수 대역을 선택하여 신호를 전송하는 FFI(Fixed Frequency Interleaving)모드를 지원한다. 이러한 MB-OFDM UWB 시스템의 특징은 기존 연속적인 신호를 전송하는 OFDM 시스템들에 비해 평균전력은 동일하지만 유효송신출력 측면에서 더 높은 전력 방사를 가능하게 하는 장점이 있다. 본 논문에서 수행한 시뮬레이션 결과를 이용한 링크마진 계산 결과 200Mbps 모드에서 4m 서비스 반경을 보장하기 위해서는 TFI 모드 구현이 필수적이며, 480Mbps모드의 실질적인 서비스 반경은 가시거리가 확보되는 다중경로 환경에서 1-2m정도 일 것으로 분석되었다.

• Nuclear Engineering and Technology
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• 제38권3호
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• pp.293-300
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• 2006

A liquid metal reactor (LMR) operated at high temperatures is subjected to both cyclic mechanical loading and thermal loading; thus, creep-fatigue is a major concern to be addressed with regard to maintaining structural integrity. The Korea Advanced Liquid Metal Reactor (KALIMER), which has a normal operating temperature of $545^{\circ}C$ and a total service life time of 60 years, is composed of various cylindrical structures, such as the reactor vessel and the reactor baffle. This study focuses on the creepfatigue crack initiation for a cylindrical Y-junction structure made of 316 stainless steel (SS), which is subjected to cyclic axial tensile loading and thermal loading at a high-temperature hold time of $545^{\circ}C$. The evaluation of the considered creep-fatigue crack initiation was carried out utilizing the ${\sigma}_d$ approach of the RCC-MR A16 guide, which is the high-temperature defect assessment procedure. This procedure is based on the total accumulated strain during the service time. To confirm the evaluated result, a high-temperature creep-fatigue structural test was performed. The test model had a circumferential through wall defect at the center of the model. The defect front of the test model was investigated after the $100^{th}$ cycle of the testing by utilizing a metallurgical inspection technique with an optical microscope, after which the test result was compared with the evaluation result. This study shows how creep-fatigue crack initiation for a high-temperature structure can be predicted with conservatism per the RCC-MR A16 guide.

• 한국조리학회지
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• 제20권3호
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• pp.13-21
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• 2014

본 연구에서는 순환형 감압건조 및 초고압 추출공정을 이용하여 전통적인 기존 추출공정과 비교함으로써 복합 추출공정에 의한 감귤의 항산화 활성 증진을 확인하고자 연구를 수행하였다. 건조공정을 거친 후 초고압 처리 추출물의 수율이 20.41~28.19%로 높은 추출 수율을 나타내어 건조전 열수추출공정(17.21%)과 비교하여 약 1.6배의 높은 추출수율을 나타내었다. 순환형 감압건조와 초고압 공정을 병행하였을 시 총 폴리페놀과 플라보노이드 함량이 순환형 감압건조공정을 거치지 않은 것보다 다소 증가되는 것으로 보아 활성성분의 용출이 증진된 것으로 보인다. DPPH radical 소거 활성은 15분 초고압 처리한 추출물이 48.21%로 높은 활성을 나타내었다. 전처리 공정에 따른 감귤 시료의 주사전자현미경(SEM)을 통해 순환형 감압건조 후 초고압 추출이 감귤 내부 조직까지 영향을 주어 세포벽이 깨어지면서 조직 및 구조가 변화한 것으로 판단되며, 이를 통해 수율 및 활성 성분의 용출 증가가 이루어 진 것으로 사료된다. 따라서, 감귤의 건조 및 초고압 추출공정의 최적화를 통한 활성물질의 추출 극대화를 통해 추출수율을 향상시킬 것으로 판단된다.

• Computers and Concrete
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• 제30권4호
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• pp.277-287
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• 2022

Due to the scarcity of extortionate experimental data, fatigue failure of the reinforced concrete (RC) element might be achieved economically adopting nonlinear finite element (FE) analysis as an alternative approach. However, conventional implicit dynamic analysis is expensive, quasi-static method overlooks interaction effects and inertia, direct cyclic analysis computes stabilized responses. Apart from this, explicit dynamic analysis may provide a numerical operating system for factual long-term responses. The study explores the fatigue behavior based on a simplified explicit dynamic solution employing nonlinear time domain analysis. Among fourteen RC beams, one beam is selected to validate under static loading, one under fatigue with the experimental study and other twelve to check the detail fatigue behavior. The SWOT (Strength, Weakness, Opportunities, Threats) analysis has been carried out to pinpoint the detail scenario in the adoption of numerical approach as an alternative to the experimental study. Excellent agreement of FE and experimental results is seen. The 3D nonlinear RC beam model at service fatigue limits is truthful to be used as an expedient contrivance to envisage the precise fatigue behavior. The simplified analysis approach for RC beam under fatigue offers savings in computation to predict responses providing acceptable accuracy rather than the complicated laboratory investigation. At higher frequency, the flexural failure occurs a bit earlier gradually compared to the repeated loading case of lower frequency. The deflection increases by 6%-10% at the end of first cycle for beams with increasing frequency of cyclic loading. However, at the end of fatigue loading, greater deflection occur earlier for higher load range because of more rapid stiffness degradation. For higher frequency, a slight boost in concrete compressive strains at an initial stage of loading has been seen indicating somewhat stepper increment. Stiffness degradation in larger loading cycle at same duration escalates the upsurge of the rate of strain in case of higher frequency.

• Earthquakes and Structures
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• 제26권5호
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• pp.383-400
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• 2024

For a conventionally repaired frame-supported-transfer-slab (FSTS) reinforced concrete (RC) structure, both the transfer slab and the beam-to-column and transfer slab-to-column joints remain vulnerable to secondary earthquakes. Aimed at improving the seismic performance of a damaged FSTS RC structure, an innovative retrofitting scheme is proposed, which adopts the sector lead rubber dampers (SLRDs) at joints after the damaged FSTS RC structure is repaired by conventional approaches. In this paper, a series of quasi-static cyclic tests was conducted on a large-scale retrofitted FSTS RC structure. The seismic performance was evaluated and the key test results, including deformation characteristics, damage pattern, hysteretic behaviour, bearing capacity and strains on key components, were reported in detail. The test results indicated that the SLRDs started to dissipate energy under the service level earthquake, and thus prevented damages on the beam-to-column and transfer slab-to-column joints during the secondary earthquakes and shifted the plastic hinges away from the beam ends. The retrofitting scheme of using SLRDs also achieved the seismic design concept of 'strong joint, weak component'. The FSTS RC structure retrofitted by the SLRDs could recover more than 85% bearing capacity of its undamaged counterpart. The hysteresis curves were featured by the inverse "S" shape, indicating good bearing capacity and hysteresis performance. The deformation capacity of the damaged FSTS RC structure retrofitted by the SLRDs met the corresponding codified requirements for the case of the maximum considered earthquake, as set out in the Chinese seismic design code. The stability of the FSTS RC structure retrofitted by the SLRDs, which was revealed by the developed stains of the RC frame and transfer slab, was improved compared with the undamaged FSTS RC structure.

• 에너지공학
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• 제18권3호
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• pp.156-162
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• 2009

내연기관의 연소현상을 연구하는 연구자들에게 엔진 내부의 압력값은 연소과정을 이해 할 수 있는 좋은 데이터가 된다. 본 논문에서는 압력값을 이용하여 스파크 점화기관의 무부하에서의 사이클 연소 변동의 중요한 원인이 무엇인가를 규명한다. 또한 실험기관의 연소실에서 채취한 압력 데이터는 사이클 변동의 연소 해석의 기초 데이터와 연소율 해석 등의 데이터분석을 하는데 사용되었다. 연소변수의 입력변수로써 연료, 공기, 잔류량, 등등이 사이클 변동을 결정하는데 사용되었다.