• Proceedings of the Korea Information Processing Society Conference
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• 2003.11b
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• pp.669-672
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• 2003

인터넷상에서 데이터를 전달하기 위해 XML 기술을 활용하여 분산 환경을 어떻게 더욱 발전된 모습으로 지원해 나갈 수 있을 것인지를 두고 다양한 시도가 이루어지고 있다. 분산 환경에서 XML기술을 활용할 수 있는 분야는 데이터를 표현하여 모든 곳에서 통합화, 표준화하여 모든 사용자들이 접근 가능하도록 하는 기반구조이다. 최근 전자상거래 상(B2B)의 직접적인 거래론 위해서 변환과 문서 전달기능을 수행하는 메시징 시스템이 필요하다. 이러한 메시징 시스템을 XML과 결합하여 사용한다면 신뢰할 수 있고 확장 가능한 구조를 만들 수 있을 것이다. 따라서 본 논문에서는 JMS를 사용하여 B2B상에서 메시지 교환을 자유롭게 할 수 있는 RPC 메시징 모델을 설계한다. 본 메시징 모델을 전자상거래 시스템에 적용하면 B2B 메시지 전송이 용이하게 될 것이다.

• Management & Information Systems Review
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• v.31 no.2
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• pp.89-114
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• 2012

The purposes of this research are to examine the effect of humor sense of leader on innovative behavior and to examine the moderating effects of empowerment on the relationship between humor sense of leader and innovative behavior. For these purposes, literature review and survey research were conducted. The 350 questionnaires were sent to the 10 manufactural firms in the Pusan and Kyungsang Nam-Do region for empirical analysis. Total 276 usable responses were collected(effective response rate : 78.86%). The major findings of the empirical research are as follows ; First, generation of humor, use of humor, attitude of humor and evaluation of humor which are composed factors of humor sense of leader have positive influence innovative behavior. Second, composed factors of humor sense of leader have differential influence on innovative behavior by empowerment. In conclusion, humor sense of leader is expected to improve innovative behavior which is individual behavior in an organization. Therefore, managers have to develop innovative behavior by exhibiting humor sense, considering empowerment.

• The Journal of the Korea Contents Association
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• v.20 no.4
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• pp.406-415
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• 2020

This study applies Q methodology that can extract subjective opinion or recognition structure for each single household whose Meal Kit products developed and marketed by catering companies according to the demographic structure that changes socially. Implications were analyzed. As a result of subjective recognition type analysis in this study, four types were derived, and each type was named according to its specificity as follows. Type 1 (N = 6): Appearance Assessment Purchase Type, Type 2 (N = 6): Price Comparison Purchase Type, Type 3 (N = 10): Brand Trust Purchase Type, Type 4 (N = 2) : Easy Cooking Purchase Type was analyzed for each unique feature type. In this study, we analyzed the subjective opinion or recognition structure of single-person households whose Meal Kit products are the main demand groups, and suggested the direction and improvement measures for future food product development and launch for single-person households through the analysis by type. The purpose of this study is to provide academic implications based on the analysis results.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.7
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• pp.4398-4404
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• 2015

Stainless steel sheets are widely used as the structural material for dynamic machine structures, These kinds structures used stainless steel sheets are commonly fabricated by using the gas welding, For fatigue design of gas welded joints such as various type joint. It is necessary to obtain design information on stress distribution at the weldment as well as fatigue strength of gas welded joints. Thus in this paper, ${\Delta}P-N_f$ curves were obtained by fatigue tests. and, ${\Delta}P-N_f$ curves were rearranged in the ${\Delta}{\sigma}-N_f$ relation with the hot spot stresses at the gas welded joints. Using these results, the accelerated life test(ALT) is conducted. From the experiment results, an life prediction model is derived and factors are estimated. So it is intended to obtain the useful information for the fatigue lifetime of welded joints and data analysis by statistic reliability method, to save time and cost, and to develop optimum accelerated life prediction plans.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.317-321
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• 2010

대부분의 유역에는 다수의 댐이 건설되어 운영되고 있는 것이 일반적이며, 이들 댐 군의 효과를 극대화하기 위하여 연계최적운영 기법의 적용이 일반화 되고 있다. 2000년 수립된 국가장기수 자원계획에서도 이미 4대강 수계의 댐 군의 연계운영 효과로 2011년까지 6억 $m^3$를 반영하고 있다. 또한 프론티어 연구개발사업을 통해 순수한 시스템적인 개선으로 30억 $m^3$의 용수를 추가적으로 확보하는 방안이 오래전부터 진행되어 오고 있다. 이와 같은 방법론의 핵심은 수문기상의 예측정도를 높이고 장단기 강우-유출을 사전 혹은 실시간으로 예측하여 수자원시설물의 기능을 최대화시키는 전략으로 현재와 같이 댐과 같은 수리구조물을 신규로 건설하는데 어려움이 많은 경우 유용한 대안이 될 수 있다. 그러나 수리구조물의 운영에 필요한 많은 변수 중에서 가장 예측이 어려우며 또한 효과를 평가할 수 있는 가장 핵심적인 요소인 수문사상에 대한 정보의 신뢰도에는 한계가 있다. 다시 말하면 현재와 같은 상황에서 수자원시설물의 시스템적인 개선을 통한 편익의 신뢰도가 구조물적인 효과의 신뢰도를 보장하기 어렵다는 것이다. 결국 주어진 여건에서 수자원이용의 효과를 극대화시키기 위해서는 구조적 대안과 시스템적인 기법을 같이 적용할 수밖에 없으며 상호 보완적으로 활용하는 것이 가장 합리적일 것이다. 이와 같은 측면에서 구조적인 댐간 연결은 일정범위까지는 확실한 효과를 담보할 수 있으며 이 또한 시스템적으로도 유용할 것이다. 본 연구에서는 이와 같은 개념을 안동댐과 임하댐이 도수터널로 연결될 경우로 가정하여 예상되는 효과에 대하여 평가하였다. 평가방법은 일간연계모의모형과 일간도수연결모의모형을 개발하여 적용하였으며 무효방류량의 감소정도와 용수공급 증가량과 공급의 신뢰도, 부족량의 크기 등을 비교 평가하였다.

• Journal of Korean Society of Steel Construction
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• v.15 no.4 s.65
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• pp.413-422
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• 2003

Most engineers tend to rely on their intuition or existing data in formulating structural design or preliminary estimate of various conditions. Because of these variations, the artificial neural network is used as an alternative design model of the warren truss since it can handle uncertainty through the probability method. This research validated the approximate structural design model of the warren truss, with its proper parameter values of the neural network and design process falling within 10 percent torrence of the different designs that resulted between this model and the MIDAS program. The suggested model for the process was adapted for the truss design using the member section table, while time saving and efficiency are based on the allowed range of torrence.

• Journal of the Society of Naval Architects of Korea
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• v.28 no.2
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• pp.228-240
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• 1991

Many experimental data of fatigue crack propagation show that the fatigue crack propagation process is stochastic. Therefore, the study on the crack propagation must be based on the probabilistic approach. In the present paper, fatigue crack propagation process is assumed to be a discrete Markov process and the method is developed, which can evaluate the reliability of the structural component by using Markov chain model(Unit step B-model) suggested by Bogdanoff. In this method, leak failure, plastic collapse and brittle fracture of the critical component are taken as failure modes, and the effects of initial crack distribution, periodic and non-periodic inspection on the probability of failure are considered. In this method, an equivalent load value for random loading such as wave load is used to facilitate the analysis. Finally some calculations are carried out in order to show the usefulness and the applicability of this method. And then some remarks on this method are mentioned.

• Journal of Korean Society of Steel Construction
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• v.20 no.6
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• pp.723-730
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• 2008

Due to the higher ratio of live load to total loads of railway bridges, the accumulated damage by cyclic fatigue is significant. Moreover, it is highly possible that the initiated crack grows faster than that of highway bridges. Therefore, it is strongly needed to assess the safety for the accumulated damage analytically. The initiation and growth of fatigue-crack are related with the stress range, number of cycles, and the stiffness of the structural system. The stiffness of the structural system includes uncertainties of the planning, design, construction and maintenance, which varies as time goes. In this study, the authors developed the design and risk assessment techniques based on the reliability theories considering the uncertainties in load and resistance. For the probabilistic risk assessment of crack growth and the remaining life of the structures by the cyclic load of railway and subway bridges, response surface method (RSM) combined with first order second moment method were used. For composing limit state function, the stress range, stress intensity factor and the remaining life were selected as input important random variables to the RSM program. The probabilities of failure and the reliability indices of fatigue life for the considered specimen under cyclic loads were evaluated and discussed.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.18 no.2
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• pp.137-146
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• 2006

This is the second of a two-part paper which describes comparison of reliability design methods by application to Donghae Harbor Breakwaters. In this paper, Part 2, we deal with sliding of caissons. The failure modes of a vertical breakwater, which consists of a caisson mounted on a rubble mound, include the sliding and overturning of the caisson and the failure of the rubble mound or subsoil, among which most frequently occurs the sliding of the caisson. The traditional deterministic design method for sliding failure of a caisson uses the concept of a safety factor that the resistance should be greater than the load by a certain factor (e.g. 1.2). However, the safety of a structure cannot be quantitatively evaluated by the concept of a safety factor. On the other hand, the reliability design method, for which active research is being performed recently, enables one to quantitatively evaluate the safety of a structure by calculating the probability of failure of the structure. The reliability design method is classified into three categories depending on the level of probabilistic concepts being employed, i.e., Level 1, 2, and 3. In this study, we apply the reliability design methods to the sliding of the caisson of the breakwaters of Donghae Harbor, which was constructed by traditional deterministic design methods to be damaged in 1987. Analyses are made for the breakwaters before the damage and after reinforcement. The probability of failure before the damage is much higher than the allowable value, indicating that the breakwater was under-designed. The probability of failure after reinforcement, however, is close to the allowable value, indicating that the breakwater is no longer in danger. On the other hand, the results of the different reliability design methods are in fairly good agreement, confirming that there is not much difference among different methods.

• Journal of the Korea Concrete Institute
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• v.15 no.5
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• pp.635-642
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• 2003

Although the strengthening effect of deteriorated concrete bridge decks has been studied by various authors, most researches are focused on the experimental works on the pulsating loading in laboratory in spite of deterioration of deck caused by moving vehicle loads. In this research, a theoretical live load model that was proposed to reflect an effect of moving vehicle loads is formulated from a statistical approach on the measurement of real traffic loads for various time periodsin Korea. Fatigue life and strengthening effect of strengthened bridge decks strengthened with either Carbon Fiber Sheet or Grid typed Carbon Fiber Polymer Plastic by the probabilistic and the reliability analyses are assessed. As a results, secondary bridge deck (DB18) strengthened with FRP ensures a sufficient fatigue resistance against the increased traffic loads as well as load carrying capacity in life cycle.