• 제목/요약/키워드: heavy structure

검색결과 1,149건 처리시간 0.025초

Development of Tungsten Heavy Alloy with Hybrid Structure for Kinetic Energy Penetrator

  • Baek, Woon-Hyung;Kim, Eun-Pyo;Song, Heung-Sub;Hong, Moon-Hee;Lee, Seong;Kim, Young-Moo;Lee, Sung-Ho;Noh, Joon-Woong;Ryu, Joo-Ha
    • 한국분말야금학회:학술대회논문집
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    • 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part2
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    • pp.944-945
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    • 2006
  • A new tungsten heavy alloy with hybrid structure was manufactured for the kinetic energy penetrator. The tungsten heavy alloy is composed of two parts: core region is molybdenum added heavy alloy to promote the self-sharpening; outer part encompassing the core is conventional heavy alloy to sustain severe load in a muzzle during firing. From ballistic test, it was found that the penetration performance of the hybrid structure tungsten heavy alloy is higher than that of conventional heavy alloy. This heavy alloy is thought to be very useful for the penetrator in the near future.

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반잠수식 해양 구조물 상부 모듈의 해상 결합 작업시 동하중 평가 (Evaluation of Mating Dynamic Forces of Semi-submersible Offshore Structure Topside Module)

  • 이진호;정현수;김병우
    • 한국해양공학회지
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    • 제27권1호
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    • pp.9-15
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    • 2013
  • This paper calculates the mating dynamic forces of a semi-submersible offshore structure's topside module, where a hull moored in the sea is combined with a topside module carried by a heavy lift vessel, as a mating installation method. The environmental conditions include various wave directions and wave heights, with constant wind and current speeds. Appropriate ballast and de-ballast plans for the heavy lift vessel and hull of the semi-rig should be performed in order to safely obtain these forces, whereas a fixed platform or the GBS (Gravity based structure) type of offshore structure only needs a ballast plan for the heavy lift vessel. From this paper, the allowable wave height or wave direction for the mating procedure can be investigated based on the standard DAF (Dynamic amplitude factor) of the rules and regulations.

Heavy-impact sound insulation performance according to the changes of dry flooring structure in wall structure

  • Cho, Jongwoo;Lee, Hyun-Soo;Park, Moonseo;Lim, Hohwan;Kim, Jagon
    • 국제학술발표논문집
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    • The 7th International Conference on Construction Engineering and Project Management Summit Forum on Sustainable Construction and Management
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    • pp.89-98
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    • 2017
  • The floor heating method generally uses a wet construction method including the installation of resilient material, lightweight foam concrete, heating piping, and finishing mortar. Such a wet construction method not only delays other internal finishing processes during curing period for two mortar pouring process, but also has a disadvantage that it is difficult to replace the floor heating layer when it deteriorated because it is integrated with the frame. Dry floor heating construction method can be a good alternative in that it can solve these defects. Conversely, when it applied to the wall structure that is vulnerable to the interlayer noise compared with the column-beam structure, the question about the heavy-impact sound(HIS) insulation performance is raised. Therefore, conventional dry floor heating method is hard to apply to the wall structure apartments. Therefore, for the purpose to improve the applicability of dry floor heating method in wall structure apartments, this study investigated the change of floor impact sound, especially HIS insulation performance which is one of the required performance for the floor structure. This study tried to examine whether the change of heavy-impact sound pressure level(SPL) shows a tendency at the significant level according to the shape and mass of the floor structure. Through filed experiments on wall structure apartment, this study confirmed that the form of the raised floor shows better HIS insulation performance than the fully-supported form. In addition, it was also confirmed that the HIS insulation performance increases with the mass on the upper part. Moreover, this study found the fact that a mass of about 30 kg/m2 or more should be placed on the upper structure to reduce the heavy-impact SPL according to the bang machine measuring method. Although this study has a limit due to insufficient experiment samples, if the accuracy of this study is increased, it will contribute to the diffusion of dry floor heating by setting the HIS insulation performance target and designing the dry floor heating structure that meets the target.

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표준실험동의 구조별 소음 진동 특성 (Noise and Vibration Characteristics of Construction structures in Standard Laboratory)

  • 정영;유승엽;전진용
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.390-393
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    • 2005
  • In this study, examined heavy-weight floor impact sound to rahmen structure(steel reinforced concrete structure) and bearing-wall structure(box frame type structure) that have slab thickness of 4 form at a standard laboratory through noise and vibration measured. The results of ANSYS modeling of structures was predicted that the nature natural frequency increased according to change of thickness of each slab by finite element analysis, and acceleration value decreased. Rahmen structures compares with bearing-wall structure, nature frequency was predicted low. Measurement results of natural frequency and acceleration level for structures at a standard laboratory, tendency department such as ANSYS modeling appeared. Rahmen structures appeared that reduction effect is less in Acceleration level and heavy impact sound transmission level comparing with bearing-wall structure.

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동슬래그 및 제강슬래그의 해양 콘크리트용 중량 골재 사용성 평가 (Evaluation on Applicability of Copper and Steelmaking Slags for Use of Heavy Weight Aggregates in Marine Concrete Structure)

  • 문훈;장보길;김지현;정철우
    • 한국건설순환자원학회논문집
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    • 제5권4호
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    • pp.345-352
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    • 2017
  • 중량 콘크리트는 고파랑에 대한 저항성 상승을 위해 해양 구조물에 사용될 수 있다. 그러나 중량 콘크리트를 제조하기 위해 필수적인 재료인 중량 골재는 대량 공급이 어려우며, 고가이므로 사용이 제한되고 있다. 따라서 본 연구에서는 산업부산물인 동슬래그 및 제강슬래그의 해양 콘크리트용 중량 골재로써 활용성을 평가하였다. 실험 결과 동슬래그는 수침팽창 및 알칼리 실리카반응성이 안정적인 것으로 나타나 해양 콘크리트용 중량 골재로서 활용이 가능할 것으로 판단된다. 그러나 제강슬래그는 수침팽창 및 ASTM C 1260 시험에서 높은 팽창율을 보였다. 또한 콘크리트 내 제강슬래그가 위치한 곳에서 염화물 이온이 깊게 침투한 것이 발견되었다. 따라서 제강슬래그는 해양 콘크리트 구조물의 골재로서는 부적합한 것으로 사료된다.

Semi- Rig, Hole Verification Procedure 소개 (Semi-Rig, Introduction of Hole Verification Procedure)

  • 이승훈;이승훈;강용구;이준혁
    • 대한조선학회 특별논문집
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    • 대한조선학회 2017년도 특별논문집
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    • pp.32-37
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    • 2017
  • Due to the nature of semi-submergible drilling rig, various equipments are arranged in a limited space, and therefore the many types of outfitting holes passing through the hull structure are densely arranged and that is required the detailed structural strength evaluation in terms of ULS and FLS by class or client. Particularly, semi-submergible drilling rig has a variety of global load which affects the structure strength around holes compared to general commercial ship, and its response of stress is also complicated, so it is difficult to carry out the prediction design of structural strength evaluation and reinforcement. In this regard, this paper presents a case study on the evaluation of structural strength for the various holes and large openings of semi-submergible drilling rig conducted by our company, as well as an established hole verification procedure.

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초대형 건축물의 PC부재 양중작업 사례연구 (Case Study of Precast Concrete Erection Work of the Heavy-Loaded Long Span Structure)

  • 조원현;나영주;김선국
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2016년도 춘계 학술논문 발표대회
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    • pp.58-59
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    • 2016
  • Along with the logistics development, heavy-loaded warehouses and sales facilities tend to be bigger and designed as a PC structures. PC erection work of heavy-loaded structures is influenced by various factors, including the required construction duration, site and surrounding situations, safety, PC member procurement, equipment rental cost, which ultimately impact the construction cost. It requires creative efforts and a lot of time when preparing an erection plan in consideration of these factors, and the plan prepared has a great influence on safety as well as the construction duration and cost. However, many engineers do not have enough experiences on PC erection work of heavy-loaded, long span structures, making it difficult for them to set erection plans and establish simulations. The study's results will provide a knowledge to obtain a solution for engineers to establish PC erection plans of heavy-loaded, long span structures.

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선체 구조 모델 정보를 활용한 E/R Insulation 모델링 자동화 시스템 구축 (Development of the E/R Insulation Modeling Automation System Using Structural Hull Model Information)

  • 박회연;강현구;박남수;이만섭
    • 대한조선학회 특별논문집
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    • 대한조선학회 2008년도 특별논문집
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    • pp.112-117
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    • 2008
  • The Insulation, which is consist of the glass wool, mineral wool or perforated SUS plate, installed on the wall or under ceiling for the protecting heat and the blocking the noise of engine room area. In our shipyard, designing the structure model of insulation is hard and difficult, Because designed the insulation model is considered of any factors which are hull model properties of panel shape, direction and thickness and service of area. In this paper, We issue the way to utilize shape and direction of the hull model information and specific character of working space in engine room.

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QFD/AHP를 이용한 Heavy Lifting 서비스 업체 선정을 위한 평가지표 개발에 대한 연구 (A Study on Criteria of Selecting Heavy Lifting Service Provider Using QFD/AHP)

  • 박세정;김승희;김우제
    • 산업경영시스템학회지
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    • 제36권3호
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    • pp.51-62
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    • 2013
  • We propose a method using QFD for design the hierarchical structure of AHP. This method provides definition for each area of House of Quality and design the hierarchical structure of the bottom-up QFD/AHP in which the upper hierarchy is designed through the classification of common characteristics with a focus on the lower hierarchy. Finally, we apply it to the development of an evaluation index for selecting heavy lifting service providers. This study has significance as the first instance of designing the archical structure of AHP after objectively verifying whether MECE condition, the basic requirement for AHP design, is satisfied.

Status of the KSTAR Toroidal Field Coil Structure Fabrication

  • Choi, C.H.;Sa, J.W.;Park, H.K.;Hong, K.H.;Shin, H.;Kim, H.T.;Her, N.I.;Yang, H.L.;Kwak, J.H.;Moon, H.G.;Yoon, H.H.;Lee, S.K.;Song, J.Y.;Chu, Y.D.;Hur, D.K.;Nam, K.M.;Koo, B.H.;Lim, J.H.;Lee, J.K.;Kim, N.G.;Jang, S.W.;Kim, H.C.;Ha, E.T.;Bak, J.S.;Lee, G.S.
    • 한국원자력학회:학술대회논문집
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    • 한국원자력학회 2005년도 춘계학술발표회
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    • pp.1036-1037
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    • 2005
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