• 한국소음진동공학회논문집
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• 제16권4호
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• pp.329-338
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• 2006

The resilient mounts of a diesel engine installed onboard a ship should be designed for both static and dynamic loads. If possible, the resonance frequencies of the six rigid body modes of the installation and the flexible modes of the engine support structure should not lie within the engine operation range. In this paper a design criterion is proposed to evaluate an isolation system which involves the summation of dynamic forces transmitted through the resilient mounts and elastic potential energy index stored in the mounts. A case study is also presented in which a diesel engine generator, which had an elastic foundation and was mounted in a 5500 TEU container vessel, was studied both theoretically and experimentally. The theoretical analysis of the test model was performed by using a single mass 6 degree of freedom system. Actual measurements of mechanical vibration of the engine and its foundation onboard were carried out, which showed the importance of including the flexibility of the engine support structure in the mode.

• 대한치과보철학회지
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• 제23권1호
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• pp.97-112
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• 1985

The purpose of this study was to evaluate the stress patterns developed in supporting structures by removable partial denture with attachment retainers. The attachments tested were Dalbo(miniature) attachment, resilient Ceka attachment, rigid Ceka attachment, precision and sleeve attachment, and R.P.I. clasp as a contrast. 3-dimensional photoelastic stress analysis was used to record the isochromatic and isoclinic fringe patterns and to calculate principal stress components at measuring points. The results showed that: 1. The maximum compressive stress on residual ridge was produced under the loading point with Dalbo and resilient Ceka attachment, distal to the loading point with rigid Ceka and precision and sleeve attachment, and mesial to the loading point with R.P.I. clasp. 2. The Dalbo attachment produced the most stress on residual ridge, and the least stress on abutment teeth. and resilient Ceka attachment showed favorable stress distribution. 3. Rigid Ceka attachment produced higher compressive stress on buccal. alveolar crest, and precision and sleeve attachment produced higher compressive stress on distal alvelolar crest and mesial surface of the root apex in abutment teeth. 4. R.P.I. clasp produced higher compressive stress on mesial alveolar crest.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1712-1723
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• 2008

In the trackbed design using an elastic multi-layer model, the stress-dependent resilient modulus is the key input parameter, which reflects substructure performance under repeated traffic loading. The prediction models of resilient modulus of crushed stone and weathered granite soil were developed from nonlinear dynamic stiffness, which can be combined by in-situ and laboratory seismic measurements. The models accommodate the variation with the deviatoric and/or bulk stresses. To investigate the performance of the prediction models proposed, the elastic response of the test trackbed near PyeongTaek, Korea was evaluated using a 3-D nonlinear elastic computer program (GEOTRACK) and compared with measured elastic vertical displacement caused by the passages of freight and passenger trains. The material types of the test sub-ballasts are crushed stone and weathered granite soil, respectively. The calculated vertical displacements within the sub-ballasts are within the order of 1mm, and agree well with measured values with the reasonable margin. The prediction models are thus concluded to work properly in the preliminary investigation.

• 한국지진공학회논문집
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• 제24권4호
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• pp.169-178
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• 2020

In a previous paper, ambient vibration tests were conducted on a cable stayed bridge with resilient-friction base isolation systems (R-FBI) to extract the dynamic characteristics of the bridge and compare the results with a seismic analysis model. In this paper, a nonlinear seismic analysis model was established for analysis of the bridge to compare the difference in seismic responses between nonlinear time history analysis and multi-mode spectral analysis methods in the seismic design phase of cable supported bridges. Through these studies, it was confirmed that the seismic design procedures of the "Korean Highway Bridge Design Code (Limit State Design) for Cable Supported Bridges" is not suitable for cable supported bridges installed with R-FBI. Therefore, to reflect the actual dynamic characteristics of the R-FBI installed on cable-supported bridges, an improved seismic design procedure is proposed that applies the seismic analysis method differently depending on the seismic isolation effect of the R-FBI for each seismic performance level.

• 한국가스학회지
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• 제17권4호
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• pp.77-82
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• 2013

LNG의 수요 증가와 함께 LNG기지의 저장탱크의 건설도 증가하고 있다. 내부탱크는 9%Ni강재 그리고 외부탱크는 콘크리트가 적용되는 형식의 LNG탱크의 단열은 내외부 탱크 사이에 펄라이트 분말이 충전되며, 이 펄라이트의 압력을 흡수하기 위하여 탄성이 있는 블랭킷을 사용한다. 본 연구에서는 이 블랭킷을 적용함에 있어 그 특성과 내부 탱크에 미치는 압력 등을 해석, 고찰하여 블랭킷의 적정 설계두께, 설계압력 등 설계기준을 얻고자 하였다. 연구결과, 블랭킷의 적정 두께설계 기준은 내외부 탱크 간격의 30~40%가 되었으며, 설계압력 기준은 블랭킷 두께에 따라 2,200~2,700Pa 이하가 적절한 것으로 얻어졌다.

• 한국재난정보학회 논문집
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• 제7권1호
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• pp.32-42
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• 2011

현재 개질 아스팔트 콘크리트 혼합물의 공용성을 평가하기위한 많은 연구가 진행되었다. 본 연구는 개질 아스팔트 바인더 중에서 D사에서 개발된 Elvaloy개질 아스팔트 바인더를 사용한 아스팔트 혼합물의 기계적 특성을 평가하기위하여 수행되었다. 연구의 목적을 달성하기위하여 간접인장강도와 회복탄성계수 시험이 수행되었다. 시험결과, Elvaloy개질 아스팔트 콘크리트 혼합물의 간접인장강도와 회복탄성계수 값은 일반 밀입도 아스팔트 콘크리트 혼합물보다 높은 것으로 나타났다. 따라서, Elvaloy개질 아스팔트 혼합물의 공용성과 안정성은 일반 밀입도 아스팔트 혼합물보다 우수할 것으로 예상된다.

• 식품과학과 산업
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• 제54권3호
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• pp.196-209
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• 2021

The origines of the Western roasting culture and East Asian boiling culture were studied and the importance of primitive pottery culture (8000-5000 BCE) in the Korea Strait coastal region was discussed. The primitive pottery culture probably initiated the Jjigae (stew) culture and the production of salt. It can be also postulated that fish fermentation, kimchi fermentation, and cereal alcohol fermentation originated during this period. Soybean culture emerged ca. 2,000 BCE in South Manchuria and the Korean Peninsula. This paper focuses on the role of Korean foodways in the food science and technology development for the sustainable and resilient food systems. We are facing a global food crisis caused by population growth, climate change, and high animal food consumption. Studies on the meat analog and cultured meat are the new trend in Food Science and Technology. The importance of the wisdom learned through the Northeast Asian traditional foods, for example, soybean curd (tofu) and meaty flavor production by fermentation for the research on the novel sustainable and resilient food systems are discussed.

• Steel and Composite Structures
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• 제47권3호
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• pp.315-337
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• 2023

The steel structure is an assembly of individual structural members joined together by connections. The connections are the focal point to transfer the forces which is susceptible to damage easily. It is challenging to replace the affected connection parts after an earthquake. Hence, steel plates are utilised as a structural fuse that absorbs connection forces and fails first. The objective of the present research is to develop a beam-column end plate connection with single and dual fuse and study the effect of single fuse, dual fuse and combined action of fuse and damper. In this research, seismic resilient beam-column end plate connection is developed in the form of structural fuse. The novel connection consists of one main fuse was placed horizontally and secondary fuse was placed vertically over main fuse. The specimens are fabricated with the variation in number of fuse (single and dual) and position of fuse (beam flange top and bottom). From the fabricated ten specimens five specimens were loaded monotonically and five cyclically. The experimental results are compared with Finite Element Analysis results of Arunkumar and Umamaheswari (2022). The results are critically assessed in the aspect of moment-rotation behaviour, strain in connection components, connection stiffness, energy dissipation characteristics and ductility. While comparing the performance of total five specimens, the connection with fuse exhibited superior performance than the conventional connection. An equation is proposed for the moment of resistance of end-plate connection without and with structural fuse.

• 국제학술발표논문집
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• The 8th International Conference on Construction Engineering and Project Management
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• pp.303-312
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• 2020

Safety culture is a collection of the beliefs, perceptions and values that employees share in relation to risks within an organisation. On the other hand, a resilient safety culture (RSC) means a culture with readiness of the organisation to respond effectively under stress, bounce back from shocks and continuously learn from them. RSC helps organisations to protect their interest which can be attributed to behavioural, psychological and managerial capabilities of the organization. Quantification of the degree of resilience in an organisation's safety culture can provide insights about the strong and weak links of the organisation's overall health and safety situation by identifying potential causes of system or sub-system failure. One of the major challenges of quantification of RSC is that the attributes that determine RSC need to be measured through constructs and indicators which are complex and often interrelated. In this paper, we address this challenge by applying a fault tree analysis (FTA) technique which can help analyse complex and interrelated constructs and indicators. The fault tree model of RSC is used to evaluate resilience levels of two organisations with remote and urban locations in order to demonstrate the failure path of the weak links in the RSC model.

• 대한전자공학회논문지SP
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• 제43권3호
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• pp.9-16
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• 2006

많은 영상과 비디오 압축 알고리듬들은 영상을 블록으로 나누어 처리하여 각 블록에서 가변길이 부호비트를 생성한다. 만일 에러 검출기법을 사용하지 않고 가변길이 부호데이터를 에러 발생채널에 전송한다면 수신측 복호화기는 압축된 스트림(Stream)을 적절히 복호할 수 없다. 따라서 표준 영상 및 비디오 압축 알고리듬에서는 채널 에러로부터 데이터 스트림을 보호하기 위해 추가적인 정보들을 삽입한다. 그런 추가 정보 중의 하나가 재동기 마커(resynchronization marker)이다. 이 방법은 전송 에러 발생시 복호화를 다시 시작하기 위한 위치를 복호화기에게 알려줄 수 있지만 주파수 대역폭의 낭비가 심한 단점이 있다. 에러 내성 엔트로피 부호화(EREC)는 어떤 추가 정보 없이 재동기 시작점을 찾을 수 있는 방법으로 잘 알려져 있다. 이 방법은 대부분의 영상 압축 기법에서 사용되는 접두 코드(prefix code)에 적용될 수 있으므로 본 논문에서는 FEREC(Fast Error-Resilient Entropy Coding)의 성능을 개선한 EREREC(Efficient and Robust EREC) 기법을 제안하였다. 첫째로 연속 블록들의 부호화비트 길이를 이용하여 초기 탐색 위치를 계산한다. 둘째, 초기 오프셋은 가변 길이 부호들에서 길고 짧은 블록들의 확률 분포를 이용하여 결정되고, 결정된 초기 오프셋 값은 제안 방법에서 사용되는 모든 오프셋 시퀀스 값들을 보장하기 위해 조정된다. 제안된 EREREC 알고리듬은 슬롯 구성에 있어 EREC보다 빠르며, 전송 에러 발생시 복호화된 영상의 화질이 개선된다. 실험 결과는, 임의 에러 발생 채널에서 기존의 EREC 및 FEREC와 복원영상의 화질을 비교하였을 때 약 $0.3{\sim}3.5dB$의 화질이 개선됨을 보여준다.