• 산업경영시스템학회지
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• 제41권1호
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• pp.94-101
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• 2018

With the development of industrial technology and science, production and manufacturing facilities have been enhanced and improved, and the importance of the safety of workers has also been regulated and limited by various safety management methods. As a way to secure the safety of the workers from the production facility, the fail-safe and fool-proof methods are now being applied. Any possible insecure behavior and unsafe conditions can be removed by adopting the standards and specifications that are now secure the safety of workers and equipment. This research analyzes EN ISO 13849-1 international and European standards during CE certification. In order to secure acceptable reduced risks, the risk assessment process of ISO 12100 and the processes for reducing its risk are applied. In the current ISO 13849-1 standard, the criteria for the required performance level PLr (Required Performance Level) for the applicable risk and safety functions through the risk assessment are subjective and not subdivided. Therefore, the evaluation criteria are likely to cause judge's judgement error due to qualitative judgement. This research focuses on evaluation and acceptable performance level setting for the safety circuit of the equipment. We propose an objective and specific evaluation criteria to secure safety, and the proposed evaluation criteria are applied to the case study of the safety circuit for the equipment. In order to secure the safety of the entire safety circuit, the improvement of the MTTFd and DC level related to the SRP/CS (Safety-Related Parts of Control Systems)' lifetime is required for the future research.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권2호
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• pp.236-244
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• 2014

Although a safety assessment of damaged ships, which considers environmental conditions such as waves and wind, is important in both the design and operation phases of ships, in Korea, rules or guidelines to conduct such assessments are not yet developed. However, NATO and European maritime societies have developed guidelines for a safety assessment. Therefore, it is required to develop rules or guidelines for safety assessments such as the Naval Ship Code (NSC) of NATO. Before the safety assessment of a damaged ship can be performed, the available damage scenarios must be developed and the safety assessment criteria must be established. In this paper, the parameters related to damage by accidents are identified and categorized when developing damage scenarios. The need for damage safety assessment criteria is discussed, and an example is presented. In addition, a concept and specifications for the DB-based supporting system, which is used in the operation phases, are proposed.

• Journal of Pharmaceutical Investigation
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• 제39권3호
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• pp.161-166
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• 2009

This study is to specify the criteria and testing methods of WHW extract which has a potency as a therapeutic agent for chronic renal failure. The determination of specifications of WHW extract is mostly important because of the quality assurance. Three batches of WHW extract were obtained by the extraction at $98^{\circ}$C for 3 hr using water from mixture of 15 herbal medicines including Codonopsis Pilosulae Radix, Salviae Radix, Pinelliae Rhizoma, Coptidis Rhizoma, Evodiae Fructus, Epimedii Herba, Rhei Rhizoma, Perillae Herba, Glycyrrhizae Radix, Artemixiae capillaris Herba, Alimatis Rhizoma, Hoelen, Atractylodies Rhizoma alba, Polyporus and Cinnamomi Ramulus, subsequently, vaccum-dried for 15 hr. The yield of WHW extracts was 24.53% on the average. The identification of each herbal medicine of WHW extract was performed by modification of Korean Pharmacopeia IX (KP IX). The assay of WHW extract was performed using standard such as berberine, icariin, glycyrrhizin, and cinnamic acid of indicative herbal medicines by modification of KP IX, too. As well as, paticle size classification test was carried out to indicate the boundary of particle size of WHW extract and the particle size of WHW extract more than 50% showed the 140 ${\mu}$m. Taken together, WHW extract could be prepared reproducibly and assurable if follows the presented extraction and drying steps and its specifications were satisfied with the indicated criteria.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1564-1569
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• 2009

Project managers play a key role in cost, time, and quality of a project. Selection of an appropriate project manager, therefore, is considered as one of the most important decisions in any construction project. It should be noted that most important decision makings are carried out by the project manager throughout the project. Traditionally, project manager selection in construction companies in Iran is through organizing an interview with candidates and selecting the most appropriate choice in accordance with the capabilities, potentials and individual specifications coupled with the requirements of the project. In the same direction, organizing interview on selection of appropriate candidate is usually carried out by senior managers of companies. Determination of the most important criteria for selection of project managers and also identification of significance coefficient of each criterion can highly help senior managers of companies to make sound selection decisions. In this paper, a numerical model has been considered for determination of significance of each criterion, details of which are submitted for selection of project manager in Iranian petrochemical, oil and gas sector companies. For this reason, all criteria- considered by senior managers of the companies under study- are first determined. Then, information obtained through 38 interviews, conducted by senior managers of the mentioned companies while selecting project manager, is analyzed. Significant coefficient of each criterion is calculated through the accumulated data using fuzzy curves method.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.80-85
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• 2008

In general, deflection limit criteria of bridge design specifications have been considered based on static serviceability and structural stability. Dynamic serviceability induced from bridge vibration actually has not been included in the criteria. Thus, it is necessary for comfort limit to be considered in order to check dynamic serviceability on bridge vibration. In this study, the comfort limit of bridge structures based on the RMQ and VDV considering the signal fluctuation effectively and the time duration exposed has been constructed. The comfort limit developed in time domain was verified by using vibration signals directly measured from the existing bridges. Comparing the developed comfort limit with the conventional ones defined in frequency domain, it is shown that the comfort limit developed in time domain would be more feasible for evaluating quantitatively the serviceability due to bridge vibration. Using the Bridge-train interaction analysis program, dynamic response of the bridge by the stiffness change were obtained for several railway bridges. And, a stiffness limit satisfying the bridge vibration serviceability was estimated by compared with comport limit. From the results, a new deflection limit on bridge structures satisfying the vibration serviceability could be proposed by comparing with the conventional deflection limit criteria.

• 한국산학기술학회논문지
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• 제20권10호
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• pp.468-477
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• 2019

다양한 재료와 신기술의 개발로 방수공사 시공방법이 변화되고 현장에 적용되고 있으나, 공사비산정기준은 현장실태를 제대로 반영하지 못하고 있다. 본 연구에서는 공사비산정기준을 개정하기 위해 시방기준분석과 현장실태 조사를 통한 주요개정내용 및 결과를 분석하였다. 먼저 현재 공사비산정기준에서 정하는 각 항목들을 분석하여 현장조사를 통한 실태와 비교 분석하였다. 주요 조사 내용으로는 현장의 바탕면 품질수준 향상으로 바탕처리 난이도가 감소하였으며, 재료의 기능향상으로 시공시간 단축과 다양한 시공방 법이 적용되고 있었다. 또한, 두 가지 이상의 재료를 복합적으로 사용하는 복합방수공법의 적용이 늘어나고 있었으며, 시공장소, 부위에 따라 생산성의 차이가 나타나는 것으로 분석되었다. 이 결과를 바탕으로 방수항목을 세분화하여 복합공법에 적용이 가능하도록 하였으며, 재료별, 시공방법별 투입 품을 차별화 하였다. 시공부위에 따라 구분된 기준을 제시하며, 적용성이 떨어지는 항목은 삭제하여 시방기준에 적합하고 현장시공실태를 반영한 개정으로 공사비산정기준의 적정성이 확보되었다. 향후 시방기준과 현장의실태의 변화에 유연하게 대응할 수 있는 세부화된 공사비산정기준 마련이 필요하다.

• 청정기술
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• 제8권2호
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• pp.101-110
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• 2002

회전형 도장기기의 개발을 위한 설계, 해석, 기초실험 및 성능시험 체계를 정립하였다. 도장기기의 설계 요구조건으로부터 도장기기 구성 요소들의 설계사양을 결정하는 개념설계 모델을 제안하였고, 이를 이용하여 각각의 도장기기 구성 요소를 설계, 해석하는 과정을 제시하였다. 설계된 도장기기의 무화특성 및 도장성능을 관찰하기 위한 실험 및 시험 방법을 기술하였고, 측정절차 및 측정변수의 평가기준을 확립하였다. 본 연구의 도장기기 개발체계를 이용한 실제 도장기기 개발 적용 사례를 제시함으로서, 본 방법의 신뢰성을 확인하였다.

• 항공우주시스템공학회지
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• 제17권2호
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• pp.71-77
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• 2023

액상성형공정(LCM, Liquid Composite Molding) 은 복합재료 오토클레이브(Autoclave) 성형공정의 단점을 극복할 수 있는 탈 오토클레이브(OoA, Out of Autoclave) 공정의 하나로 매우 복잡한 형상이나 대형 구조물을 일체형으로 만들 수 있어 항공산업에서 큰 경쟁력을 가진 공법으로 알려져 있다. 이러한 장점 때문에 액상성형공정을 적용한 항공 부품제작 수요가 늘고 있으며 FAA에서는 액상성형공정을 적용한 복합재료에 대한 인증(Qualification) 방법을 제시한 바 있다. 국내에서도 액상성형공정 적용 복합재료에 대한 부품제작 수요 및 재료인증 수요가 꾸준히 제기되고 있다. 따라서 본 연구에서는 기존에 구축된 프리프레그 복합재료 인증방안 이외에 LCM 공정을 적용한 복합재료에 대한 인증방안을 수립하기 위한 연구를 진행하였다.

• 국제초고층학회논문집
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• 제6권3호
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• pp.249-259
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• 2017

The use of high-strength steels in construction of highrise and mega building structures can bring about many technological advantages from fabrication to erection. However, key design criteria such as local and lateral stability in current steel design specifications were developed based on tests of ordinary steels which have stress-strain characteristics very different from that of high strength steels. A series of tests on 800 MPa tensile strength steel (HSA800) members are summarized in this paper which were conducted to investigate the appropriateness of extrapolating current ordinary-steel based design criteria to high strength steels. 800 MPa I-shape beam specimens designed according to flange local buckling (FLB) criteria of the AISC Specification developed a sufficient strength for elastic design and a marginal rotation capacity for plastic design. It is shown that, without introducing distinct and significant yield plateau to the stress-strain property of high-strength steel, it is inherently difficult to achieve a high rotation capacity even if all the current stability limits are met. 800 MPa I-shape beam specimens with both low and high warping rigidity exhibited sufficient lateral torsional buckling (LTB) strength. HSA800 short-column specimens with various edge restraint exhibited sufficient local buckling strength under uniform compression and generally outperformed ordinary steel specimens. The experimental P-M strength was much higher than the AISC nominal P-M strength. The measured residual stresses indicated that the impact of residual stress on inelastic buckling of high-strength steel is less. Cyclic seismic test results showed that HSA800 members have the potential to be used as non-ductile members or members with limited ductility demand in seismic load resisting systems. Finally, recent applications of 800 MPa high strength steel to highrise and mega building structures in Korea are briefly presented.

• Structural Engineering and Mechanics
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• 제77권1호
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• pp.89-102
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• 2021

Rapid construction of prefabricated bridges requires minimizing the field work of precast members and ensuring structural stability and constructability. In this study, we conducted experimental and analytical investigations of transverse joints of prefabricated T-girder bridge superstructures to verify the flexural performance and serviceability. In addition, we conducted parametric studies to identify the joint parameters. The results showed that both the segmented and continuous specimens satisfied the ultimate flexural strength criterion, and the segmented specimen exhibited unified behavior, with the flexural strength corresponding to that of the continuous specimen. The segmented specimens exhibited elastic behavior under service load conditions, and the maximum crack width satisfied the acceptance criteria. The reliability of the finite element model of the joint was verified, and parametric analysis of the convexity of the joint section and the compressive strength of the filler concrete showed that the minimum deflection and crack width occurred at a specific angle. As the strength of the filler concrete increased, the deflection and crack width decreased. However, we confirmed that the reduction in the crack width was hardly observed above a specific strength. Therefore, a design suitable for prefabricated bridges and accelerated construction can be achieved by improving the joint specifications based on the required criteria.