• 한국정밀공학회지
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• 제29권8호
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• pp.879-886
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• 2012

The ultrasonic horn used for bonding of flip chip has been designed to vibrate at a natural frequency. The ultrasonic horn must be manufactured accurately in physical terms, because the small change of mechanical properties may result in the significant change of natural frequency. Therefore, tight tolerance is inevitable to keep the natural frequency in acceptable range. However, since tightening of the tolerance increases the manufacturing cost significantly, trade-off between the cost and accuracy is necessary. In this research, an attempt was made to design the ultra sonic horn within acceptable natural frequency while the manufacturing cost was kept as low as possible. For this purpose, among the 18 tolerances of physical terms of the ultrasonic horn, the most important 4 factors were selected using Taguchi method. The equation to relate those main factors and the natural frequency was made using response surface method. Finally, optimal design scheme for minimum manufacturing cost without a loss of performance was determined using SQP method.

• 한국병원경영학회지
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• 제19권2호
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• pp.1-11
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• 2014

The purpose of this study is to investigate awareness on medical insurance on the caregivers cost for hospital administrative staff and to provide the basic data for realization of legislation. The subjects were caregivers living in Busan, the survey was conducted from February 18 to March 9, 2013, 283 except for 17 copies of non-response and error response among a total of 300 questionnaires were analyzed. As a result, To improve the quality of care services, there were 51.8% of refresher training needs in refresher training items, 72.7% in favor of premiums increases in health insurance details, as for health insurance coverage subjects, patients' income were 32.0%, copayment for caregivers cost was 20.0%, which was 42.3%. Refresher training item, premiums increases, health insurance applied subjects, variables for copayment for care fee were related to medical insurance on the caregivers cost. On legislation on the medical insurance, systematic and standardized criteria should be provided to provide standardized curriculum for caregivers, to relieve patients and guardians of economic burden for caregivers cost and offer the stability of the cost.

• 한국융합학회논문지
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• 제13권1호
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• pp.283-295
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• 2022

본 연구는 조직 구성원들의 정보보안 중요성 인식에 영향을 미치는 요인을 탐색하고자 한다. 이를 위해 예방 동기 이론을 근간으로 인지된 처벌 확신성, 인지된 대응 비용, 묵인이 인지된 정보보안 중요성 인식에 미치는 영향을 살펴보았다. 분석 결과는 다음과 같다. 첫째, 인지된 처벌 확신성은 정보보안 중요성 인식에 유의한 영향을 미치는 것으로 나타났다. 또한, 인지된 처벌 확신성은 묵인에 부정적 영향을 미치는 것으로 나타났다. 둘째, 대응 비용은 정보보안 중요성 인식에 긍정적 영향을 미치는 것으로 나타났다. 또한, 대응 비용은 묵인에 긍정적 영향을 미치는 것으로 나타났다. 마지막으로 묵인은 정보보안 인식 중요성에 부정적 영향을 미치는 것으로 나타났다. 따라서, 구성원들의 정보보안 중요성 인식을 위해서 보안 위반 행위에 확실한 처벌이 뒤따를 수 있다는 것을 인식시킬 필요가 있다. 동시에, 조직은 구성원들이 보안 행동을 수행하는 데 있어서 장해가 되는 요소들을 제거하는 시도도 해야 한다. 마지막으로, 조직의 보안에 관한 열린 소통이 가능하도록 해야 한다.

• 한국해안·해양공학회논문집
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• 제23권6호
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• pp.422-428
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• 2011

잔교식 안벽의 생애주기비용(Life Cycle Cost, LCC)을 이용하여 신뢰도지수의 최적값을 구하였다. 응답면 기법을 이용한 신뢰성해석을 통해 횡잔교와 돌제식 잔교의 파괴확률을 산정하였다. 파괴확률은 잔교의 파괴 시 복구비용을 산출하는데 활용하였으며 초기공사비와 유지관리비를 모두 고려한 LCC를 최소화시킬 수 있는 신뢰도지수를 찾았다. 지진하중과 접안하중에 대한 다양한 조건에서의 최적 신뢰도지수를 구하였고 이를 통해 신뢰성설계에 사용할 수 있는 목표신뢰도지수를 제안하였다.

• Journal of Information Processing Systems
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• 제10권4호
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• pp.628-645
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• 2014

In past few years, distributed hash table (DHT)-based P2P systems have been proven to be a promising way to manage decentralized index information and provide efficient lookup services. However, the skewness of users' preferences regarding keywords contained in a multi-keyword query causes a query load imbalance that combines both routing and response load. This imbalance means long file retrieval latency that negatively influences the overall system performance. Although index replication has a great potential for alleviating this problem, existing schemes did not explicitly address it or incurred high cost. To overcome this issue, we propose, in this paper, an integrated solution that consists of three replication schemes to alleviate query load imbalance while minimizing the cost. The first scheme is an active index replication that is used in order to decrease routing load in the system and to distribute response load of an index among peers that store replicas of the index. The second scheme is a proactive pointer replication that places location information of each index to a predetermined number of peers for reducing maintenance cost between the index and its replicas. The third scheme is a passive index replication that guarantees the maximum query load of peers. The result of simulations indicates that the proposed schemes can help alleviate the query load imbalance of peers. Moreover, it was found by comparison that our schemes are more cost-effective on placing replicas than PCache and EAD.

• Advances in concrete construction
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• 제11권4호
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• pp.285-298
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• 2021

This study focused on experimental evaluation of mechanical properties of pervious concrete mixtures with the aim of achieving higher values of strength while considering the associated costs. The effectiveness of key parameters, including cement content, water to cement ratio (W/C), aggregate to cement ratio (A/C), and sand replacement was statistically analyzed using paired-samples t-test, Taguchi method and one-way ANOVA. Taguchi analysis determined that in general, the role of W/C was more significant in increasing strength, both compressive and flexural, than cement content and A/C. It was found that increase in replacing percent of coarse aggregate with sand could undermine specimens to percolate water, though one-way ANOVA analysis determined statistically significant increases in values of strength of mixtures. Cost analysis revealed that higher strengths did not necessarily correspond to higher costs; in addition, increasing the cement content was not an appropriate scenario to optimize both strength and cost. In order to obtain the optimal values, response surface method (RSM) was carried out. RSM optimization helped to find out that W/C of 0.40, A/C of 4.0, cement content of about 330 kg/m3 and replacing about 12% of coarse aggregate with sand could result in the best values for strength and cost while maintaining adequate permeability.

• Wind and Structures
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• 제21권6호
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• pp.597-607
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• 2015

With an increasing demand of a renewable energy, new offshore wind turbine farms are being planned in some parts of the world. Foundation installation asks a significant cost of the total budget of offshore wind turbine (OWT) projects. Hence, a cost reduction from foundation parts is a key element when a cost-efficient designing of OWT budget. Mono-piles have been largely used, accounting about 78% of existing OWT foundations, because they are considered as a most economical alternative with a relatively shallow-water, less than 30 m of seawater depth. OWT design standards such as IEC, GL, DNV, API, and Eurocode are being developed in a form of reliability based limit state design method. In this paper, reliability analysis using the response surface method (RSM) and numerical simulation technique for an OWT mono-pile foundation were performed to investigate the sensitivities of mono-pile design parameters, and to find practical implications of RSM reliability analysis.

• Structural Engineering and Mechanics
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• 제67권6호
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• pp.671-682
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• 2018

The effect of earthquake induced torsion, due to mass eccentricities, is investigated with the objective of providing practical design guidelines for minimizing the torsional response of building structures. Current code provisions recommend performing three dimensional static or dynamic analyses, which involve shifting the centers of the floor masses from their nominal positions to what is called an accidental eccentricity. This procedure however may significantly increase the design cost of multistory buildings, due to the numerous possible spatial combinations of mass eccentricities and it is doubtful whether such a cost would be justifiable. This paper addresses this issue on a theoretical basis and investigates the torsional response of asymmetric multistory buildings in relation to their behavior when all floor masses lie on the same vertical line. This approach provides an insight on the overall seismic response of buildings and reveals how the torsional response of a structure is influenced by an arbitrary spatial combination of mass eccentricities. It also provides practical guidelines of how a structural configuration may be designed to sustain minor torsion, which is the main objective of any practicing engineer. A parametric study is presented on 9-story common building types having a mixed-type lateral load resisting system (frames, walls, coupled wall bents) and representative heightwise variations of accidental eccentricities.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.178-185
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• 1999

Minimum life-cycle cost helps to evaluate cost effectiveness of base-isolated bridges under specific condition. Life-cycle cost mainly consists of the initial construction cost and the expected damage cost. Damage cost estimation needs proper model of input ground motion failure probability evaluation method and limit states definition. We model the input ground motion as spectral density function compatible with the response spectra defined at each seismicity and site condition. Spectrum analysis and crossing theory is suitable for reseating calculation of failure probabilities in the process of cost minimization. Limit states of base-isolated bridges re defined for superstructure isolator and pier respectively The method is applied to both base-isolated bridges and conventional bridges under the same conditions to investigate cost effectiveness of base isolation in low and moderate seismic region. the results show that base-isolation of bridges are more effective in low and moderate seismic region and that the site effects on the economical efficiency may not be negligible in such a region.

• International Journal of Automotive Technology
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• 제4권4호
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• pp.193-201
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• 2003

The problem of brake judder is typically caused by defects of quality manufacturing. DFSS (Design for six sigma) is a design process for quality improvement. DFSS will result in more improved but less expensive quality products. This paper presents an implementation of DFSS for quality improvement of the brake judder of heavy-duty trucks. Carrying out 5 steps of DFSS, the major reasons for defects of quality are found. The numerical approximation of the brake system is derived by means of the response surface method. Its quality for brake judder is improved by using the sigma based robust design methodology. Results are compared between the conventional deterministic optimal design and the proposed sigma based robust design. The proposed one shows that manufacturing cost may increase as the quality level increase. The proposed one, however, is more economical in aspect of the overall cost since the probability of failure dramatically goes down.