• 유통과학연구
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• 제22권6호
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• pp.1-10
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• 2024

Purpose: This study's objective is to examine the impact of firm-specific and macroeconomic factors on the business performance of non-cyclical and cyclical sectors in Indonesian listed firms. The evaluation of business performance holds paramount importance for the achievement and long-term viability of a company. Research Design Data and Methodology: The data for 61 non-cyclicals sector companies and 57 cyclicals sector companies was gathered over a 4-year period from 2018-2021. The model integrates firm size, leverage, and sales growth as firm-specific factors, with real GDP growth and inflation rate as macroeconomic variables. ROA and ROE are indicators of a firm's business performance. The regression models are estimated using the distribution of a dynamic approach with Arellano-Bond Panel Generalized Method of Moments (GMM) estimation. Results: The results of the pooled sample indicate that the historical ROA and ROE have a positive relationship with the business performance of all sectors, including both non-cyclical and cyclical industries. The ROE of non-cyclical enterprises is primarily influenced by firm-specific characteristics and macroeconomic influences. Conclusion: To ensure the successful implementation of the distribution of a dynamic approach towards enhancing corporate business performance, organizations need to take into account a combination of firm-specific factors and macroeconomic factors.

• Nuclear Engineering and Technology
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• 제56권5호
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• pp.1863-1873
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• 2024

In the Korean domestic nuclear industry, to analyze the reliability of instrumentation and control (I&C) systems, the failure rates of the electronic components constituting the I&C systems are predicted based on the MIL-HDBK-217F standard titled 'Reliability Prediction of Electronic Equipment'. Based on these predicted failure rates, the mean time to failure of the I&C systems is calculated to determine the replacement period of the I&C systems. However, this conventional approach to the prediction of electronic component failure rates assumes that factors affecting the failure rates such as ambient temperature and operating voltage are static constants. In this regard, the objective of this study is to propose a prediction method for the remaining useful life (RUL) of electronic components considering mean time to failure calculations reflecting dynamic environments, such as changes in ambient temperature and operating voltage. Results of this study show that the RUL of electronic components can be estimated depending on time-varying temperature and electrical stress, implying that the RUL of electronic components can be predicted under dynamic stress conditions.

• 정보처리학회논문지C
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• 제9C권4호
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• pp.489-496
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• 2002

본 논문에서는 선로의 이용률 예측을 기반으로 하여 폴링 주기를 동적으로 변경시킬 수 있는 새로운 폴링 기법을 제시한다. 폴링은 네트워크 모니터링의 가장 중요한 기능이지만, 네트워크가 congestion 상태일 때 과대한 폴링 데이터는 네트워크를 심각한 congestion 상태로 만든다. 따라서 기존의 여러 폴링 기법들이 이전 시점에 폴링 요청했을 때 수신한 응답 메시지의 Round Trip Time 또는 폴링한 값의 선로 이용률을 통해 네트워크 congestion 또는 에이전트의 로드 여부를 판단하여 폴링 주기를 변경하여 폴링 트래픽을 조절하였으나 이는 이전 시점의 폴링을 근거로 폴링 주기를 변경하는 기법이기 때문에 폴링하고자 하는 당 시점의 네트워크 상태를 반영하지 못한다. 본 논문에서 제시하는 기법은 과거의 데이터를 근거로 폴링 시점에 폴링 데이터가 폴링 경로 상의 선로 이용률 임계값을 위반하는지를 예측하여 이를 통해 폴링 주기를 변경시킨다. 본 논문에서는 Box-Jenkins의 AR (Autoregressive) 모델을 사용하여 네트워크를 구성하는 각 선로의 이용률을 예측하였고 임계값 위반 여부를 확률로 제시하였다. 또한, 제시한 선로 이용률 예측 기반의 동적 폴링 기법을 실제 네트워크에 적용하여 적합성 여부를 평가하였고, 실험을 통하여 적절한 수준의 선로 이용률 임계값과 임계값 위반 확률을 판단함으로써 본 기법의 성능을 최대화하였다.

• 한국지진공학회논문집
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• 제17권1호
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• pp.1-10
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• 2013

In order to predict inelastic displacement response without nonlinear dynamic analysis, the equal displacement rule can be used for the structures with longer natural periods than the characteristic period, $T_g$, of earthquake record. In the period range longer than $T_g$, peak displacement responses of elastic systems are equal or larger than those of inelastic systems. In the period range shorter than $T_g$, opposite trend occurs. In the equal displacement rule, it is assumed that peak displacement of inelastic system with longer natural period than $T_g$ equals to that of elastic system with same natural period. The equal displacement rule is very useful for seismic design purpose of structures with longer natural period than $T_g$. In the period range shorter than $T_g$, the peak displacement of inelastic system can be simply evaluated from the peak displacement of elastic system by using the inelastic displacement ratio, which is defined as the ratio of the peak inelastic displacement to the peak elastic displacement. Smooth hysteretic behavior is more similar to actual response of real structural system than a piece-wise linear hysteretic behavior such as bilinear or stiffness degrading behaviors. In this paper, the inelastic displacement ratios of the smooth hysteretic behavior system are evaluated for far-fault and near-fault earthquakes. The simple formula of inelastic displacement ratio considering the effect of $T_g$ is proposed.

• 한국해안해양공학회지
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• 제14권3호
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• pp.183-191
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• 2002

해수교환이 우수하고, 조차에 따라 상·하로 자유롭게 운동하며, 연약지반과 대수심역에도 설치될 수 있다는 것을 일반적인 부방파제의 주요한 특징으로 들 수 있다. 본 연구는 말뚝계류된 부방파제에 의한 3차원파랑제어와 동적인 거동을 경계적분법과 고유함수전개법을 병용하는 수치해석법으로부터 논의한다. 여기서, 말뚝계류시스템은 연직운동만이 허용되고 다른 운동성분들은 모두 구속되며, 체인계류시스템보다도 파랑에너지의 흡수가 많은 것으로 알려져 있다. 본 연구에서는 말뚝계류에 있어서 말뚝과 본체인 폰툰과의 사이에 작용하는 마찰력과 같은 저항력은 고려되지 않는다. 수치해석결과에 따르면 부방파제의 홀수와 폭의 변화는 파랑제어에 큰 영향을 미치고, 입사파의 주기가 길면 부방파제를 통한 전달파가 크다는 것을 알 수 있다. 그리고, 부방파제의 연직운동은 단주기파에서 크게 나타난다.

• 한국콘텐츠학회논문지
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• 제12권12호
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• pp.627-638
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• 2012

본 연구에서는 대표적인 지식기반 산업이자 프로젝트기반 조직의 성격을 가진 방송 드라마 산업을 대상으로 드라마 제작자가 환경변화에 대응하여 기업 내 외부를 넘어 연출자, 작가, 배우 등의 자원을 재조합하는 역동적 능력을 실증하였다. 구체적으로 안정적인 환경에 속해있던 1994년-2002년 시기보다 불확실성이 높은 환경에 속해있던 2003년-2009년의 시기에 드라마 제작자들이 상대적으로 동일한 자원을 반복적으로 이용하는 정도가 낮을 것이라는 가설을 설정하고 검증하였다. 실증연구 결과는 작가와 배우를 제외한 환경변화에 따른 연출자의 반복적 이용정도차이에 대한 가설이 부분적으로 검증되었으나, 추가분석 결과 전반적으로 예측된 경향성을 보이는 것으로 나타났다. 즉, 프로젝트성 조직은 안정적인 환경에서는 동일한 자원을 반복적으로 활용하여 더욱 효율을 추구하는 행동을 하며, 불확실한 환경에서는 상대적으로 동일한 자원을 반복적으로 활용하는 경향을 낮게 가져가 다양한 인적자원의 조합을 시도하는 것으로 나타났다.

• Journal of Electrical Engineering and Technology
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• 제10권3호
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• pp.1363-1369
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• 2015

The frequency of a power system should be maintained within the allowed limits for stable operation. When a disturbance such as generator tripping occurs in a power system, the frequency is recovered to the nominal value through the inertial, primary, and secondary responses of the operating synchronous generators (SGs). However, for a power system with high wind penetration, the system inertia will decrease significantly because wind generators (WGs) are operating decoupled from the power system. This paper proposes a dynamic droop-based inertial control for a WG. The proposed inertial control determines the dynamic droop depending on the rate of change of frequency (ROCOF). At the initial period of a disturbance, where the ROCOF is large, the droop is set to be small to release a large amount of the kinetic energy (KE) and thus the frequency nadir can be increased significantly. However, as times goes on, the ROCOF will decrease and thus the droop is set to be large to prevent over-deceleration of the rotor speed of a WG. The performance of the proposed inertial control was investigated in a model system, which includes a 200 MW wind power plant (WPP) and five SGs using an EMTP-RV simulator. The test results indicate that the proposed scheme improves the frequency nadir significantly by releasing a large amount of the KE during the initial period of a disturbance.

• 재활간호학회지
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• 제6권1호
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• pp.70-78
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• 2003

This study was a quasi-experimental study of nonequivalent control group pretest-posttest design to investigate the effect of rhythmic dance movement training on the physical and psychological functions of the elderly. The data were collected from November, 2001 to February, 2002. The subjects for this study were 34 elderly who was over 65 years old and was living in J city. The elderly selected for this study were: free from heart and pulmonary disease and not regular exercise. The rhythmic dance movement training in watching video tape was rhythmic dance movement and education and supportive care. The rhythmic dance movement was 40-60 intensity, 8 weeks' period, three times a week, 60 minutes a day. The data were analysed by $X^2$-test, paired t-test and unpaired t-test and ANCOVA through SAS/PC program. The results of the study were as follows: 1. There was insignificant difference in the gait length experimental and control group. 2. There was significant difference in the gait speed between the two groups. 3. There was significant difference in the dynamic valance between the two groups. 4. There was no significant difference in the depression between the two groups. 5. There was no significant difference in the Quality of life between the two groups. As shown above, the results of the 8 weeks' rhythmic movement program for the elderly produced positive effects on gait speed, dynamic valance. And this program was expected that it was more effective in different intervention period, verified program. Also it was needed follow study.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권4호
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• pp.1130-1147
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• 2014

Large size ships have a very flexible construction resulting in low resonance frequencies of the structural eigen-modes. This feature increases the dynamic response of the structure on short period waves (springing) and on impulsive wave loads (whipping). This dynamic response in its turn increases both the fatigue damage and the ultimate load on the structure; these aspects illustrate the importance of including the dynamic response into the design loads for these ship types. Experiments have been carried out using a segmented scaled model of a container ship in a Seakeeping Basin. This paper describes the development of the model for these experiments; the choice was made to divide the hull into six rigid segments connected with a flexible beam. In order to model the typical feature of the open structure of the containership that the shear center is well below the keel line of the vessel, the beam was built into the model as low as possible. The model was instrumented with accelerometers and rotation rate gyroscopes on each segment, relative wave height meters and pressure gauges in the bow area. The beam was instrumented with strain gauges to measure the internal loads at the position of each of the cuts. Experiments have been carried out in regular waves at different amplitudes for the same wave period and in long crested irregular waves for a matrix of wave heights and periods. The results of the experiments are compared to results of calculations with a linear model based on potential flow theory that includes the effects of the flexural modes. Some of the tests were repeated with additional links between the segments to increase the model rigidity by several orders of magnitude, in order to compare the loads between a rigid and a flexible model.

• 한국지진공학회논문집
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• 제8권3호
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• pp.23-32
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• 2004

본 논문에서는 국내 148개 지반에 대한 전단파속도 주상도, 기반암 깊이 및 지반의 동적변형특성을 획득하여 미국 서부해안지역의 지반특성과 비교하였고, 등가선형해석을 수행하였다. 해석은 1등급 붕괴방지수준인 0.154g를 암반노두에 적용하여 수행하였다. 해석결과 국내 지반특성에 적합한 증폭계수 $F_a$와 $F_v$는 UBC 기준의 증폭계수와 매우 다른 경향을 보였다. 단주기 증폭계수 $F_a$의 경우 UBC 기준보다는 큰 값이 얻어졌고, 장주기 증폭계수 $F_v$는 UBC 기준보다 작은 값으로 나타났다. 따라서, 국내 지반특성을 적절히 반영할 수 있는 설계지반운동 결정방법을 개선해야할 필요를 확인하였다.