• 제목/요약/키워드: modular structure

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MFD 2019를 활용한 모듈러 유닛의 공장생산 관리 (Factory Production Management of Modular Units Using MFD 2019)

  • 이두용;남성훈;이재섭;정담이;김경래;조봉호
    • 대한건축학회논문집:구조계
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    • 제35권6호
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    • pp.139-146
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    • 2019
  • The modular building system is a type of prefabricated construction method, and is an industrialized building system that transports, assembles, and completes a three-dimensional module manufactured in a factory to the site. The economics of a modular building system where 50 to 80% of the entire process takes place in a modular factory is dominated by productivity of the factory manufacturing process. Since the building of the module is finished by the combination of unit parts produced by each material, it is necessary to manage the process in each module unit. However, currently marketed process control programs do not reflect the features of these modular methods. In this paper, we introduce Modular Factory Design software(MFD 2019) that can make modular unit production plan which reflects production base(modular factory) and production target(application and number of modular units). In order to verify software compatibility and reliability, two production plans with different production methods were formulated and simulated.

브래킷형 완전강접합 모듈러 시스템의 반복가력실험과 해석적 평가 (Cyclic Loading Test and an Analytical Evaluation of the Modular System with Bracket-typed Fully Restrained Moment Connections)

  • 박재성;강창훈;손수덕;이승재
    • 대한건축학회논문집:구조계
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    • 제34권3호
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    • pp.19-28
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    • 2018
  • Key factors that ensure competitiveness of modular unit include consistent high quality and connection condition that ensures high structural performance while minimizing the overall scale of the on-site process. However, it is difficult to evaluate the structural performance of the connection of modular unit, and its structural analysis and design method can be different depending on the connection to its development, which affects the seismic performance of its final design. In particular, securing the seismic performance is the key to designing modular systems of mid-to-high-rise structure. In this paper, therefore, the seismic performance of the modular system with bracket-typed fully restrained moment connections according to stiffness and the shapes of various connection members was evaluated through experimental and analytical methods. To verify the seismic performance, a cyclic loading test of the connection joint of the proposed modular system was conducted. As a result of this study, theoretical values and experimental results were compared with the initial stiffness, hysteresis behavior and maximum bending moment of the modular system. Also, the connection joint was modeled, using the commercial program ANSYS, which was then followed by finite element analysis of the system. According to the results of the experiment, the maximum resisting force of the proposed connection exceeded the theoretical parameters, which indicated that a rigid joint structural performance could be secured. These results almost satisfied the criteria for connection bending strength of special moment frame listed on KBC2016.

모듈러 시스템을 이용한 공기주입형 다기능 재킷 디자인 - 쿠션, 보온, 휴대 기능을 중심으로 - (Air-containing Multi-functional Jacket Design Utilizing Modular Systems - Focused on Cushioning, Heat Insulation and Portability -)

  • 손수민
    • 복식문화연구
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    • 제20권2호
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    • pp.222-237
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    • 2012
  • Air-containing fashion, which can offer diverse functions through the inflow and outflow of air, is highly relevant in today's mobile society, where people are experiencing a wider range of environments. This study attempts to suggest the possibility of air-containing multi-functional fashion that could continuously be utilized by developing a design for an air-containing jacket using modular systems. In this research, the modular systems in architecture and furniture design were referenced through a review of the literature for the purpose of establishing modular systems in fashion. Functions relevant to the mobility of today's society are derived from the results of advanced research and applied to the design of modules of the jacket. The modules are integrated through the modular systems. The folding and unfolding structure in architecture and furniture is applied as a folding system in fashion, the vertical accumulation structure as a layering system, and the horizontal integration structure as a combining system, and in addition, the containing system has emerged in fashion. Each module is designed to fulfill certain functions, such as cushioning, heat insulation, and portability. The folding system is utilized in designing the cushion module to support the neck and back of a wearer by making its hood and hem fold in the back. The application of a layering system was suggested by making the vest, combined with the neck cushion and back cushion via the combining system, layered with its insulation module. By applying the combining system, the hood that includes the neck cushion, the skirt that includes the back cushion, the body that includes the insulation module, and the sleeves can be connected and separated by a zipper. The applicability of this concept was proven by applying a developed design to an actual item.

40m 조합모듈교량 상부구조 이송에 따른 안전성 검토 (Safety Evaluation of 40m Combined Modular Bridge Super-Structures Based on Transportation Lifting Methods)

  • 박성민;정우영
    • 복합신소재구조학회 논문집
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    • 제6권2호
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    • pp.77-84
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    • 2015
  • The purpose of this study was the analytical safety evaluation on the super-structure of precast modular bridge using standardized modular members and robotic construction during the transportation routing and lifting conditions. In order to evaluate the safety performance of the bridge system, 3-D full scale Finite Element (FE) of 40 m standardized modular block was developed in ABAQUS, followed by the analytical study to classify the structural system according to steel girder structures: 1) modular bridge block lifting method including the steel girder system; 2) modular bridge block lifting method without the steel girder system. The results from the analytical study revealed that the maximum stress of each modular member was within the maximum allowable stresses during lifting condition. However, the stress concentration at the connected area was more critical in comparison to the behavior of 40 m combined modular blocks during lifting time

저면적 RSA를 위한 효율적인 Montgomery 곱셈기 하드웨어 설계 (Hardware Design of Efficient Montgomery Multiplier for Low Area RSA)

  • ;류광기
    • 한국정보통신학회:학술대회논문집
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    • 한국정보통신학회 2017년도 추계학술대회
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    • pp.575-577
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    • 2017
  • 공개 키 암호화에서 RSA 알고리즘은 연산시간이 높은 modular 지수 연산을 사용한다. RSA의 modular 지수 연산은 반복되는 modular 곱셈을 통해 연산한다. 빠른 해독 및 암호화 속도를 가지는 높은 효율의 RSA 알고리즘을 위해 수년간 빠른 modular 곱셈 알고리즘이 연구되었다. 그러나, Montgomery 곱셈은 추가적인 피연산자(반복 루프가 있는 3개의 피연사자)에 의해 캐리 전파 지연이 발생되는 단점이 있다. 본 논문에서는 RSA 암호화 시스템의 가벼운 어플리케이션을 위한 Montgomery 곱셈의 면적을 줄이는 하드웨어 구조를 제안한다. 제안된 하드웨어 구조는 90nm 셀 라이브러리 공정에서 합성한 결과 884.9MHz에서 84k 게이트 수를 가지며, 250MHz에서 56k 게이트수를 가진다.

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AN IMPROVED ADDITIVE MODEL FOR RELIABILITY ANALYSIS OF SOFTWARE WITH MODULAR STRUCTURE

  • Chatterjee, S.;Nigam, S.;Singh, J.B.;Upadhyaya, L.N.
    • Journal of applied mathematics & informatics
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    • 제30권3_4호
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    • pp.489-498
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    • 2012
  • Most of the software reliability models are based on black box approach and these models consider the entire software system as a single unit. Present day software development process has changed a lot. In present scenario these models may not give better results. To overcome this problem an improved additive model has been proposed in this paper, to estimate the reliability of software with modular structure. Also the concept of imperfect debugging has been also considered. A maximum likelihood estimation technique has been used for estimating the model parameters. Comparison has been made with an existing model. ${\chi}^2$ goodness of fit has been used for model fitting. The proposed model has been validated using real data.

모듈요소(modular elements)와 가구의 구조적 특성에 관한 연구 (A Study on the characteristics of furniture structure with modular elements)

  • 조남주
    • 한국가구학회지
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    • 제14권1호
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    • pp.79-89
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    • 2003
  • Today's aesthetics and design orientations seem to be: flexibility, mobility, multi-functionality required front user's new needs. Our spaces have changed increasingly contain the needs of constant mobility and ability to adapt to a wide variety of situations. For efficient use, a modular system in furnishing can manage the spaces with components which are easy to assemble and disassemble. The function comes from spacial technological structure that is an 'union' formed by units to joint each other. The repeated module is tailored to unchanging environmental conditions. On the other hand, the structure defined by change reacts flexibility to a dynamic environment. In decision-making, it is flexible and able to adapt. Their ability to be positioned freely anywhere in the room allows individual tasks to be carried out by different people, and their almost endless variety of uses create distinctive spaces for living.

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인필 모듈러 건설시스템의 표준 시공프로세스 구축 (Establishment of Standard Construction Process of the Infill Modular Construction System)

  • 김창한;정찬우;김형수;황현준;한재구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.245-246
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    • 2012
  • Lately the Infill Modular Construction System which meets the domestic standards about the structure and fireproof performance and which is applied to the remodeling techniques is being emphasized. In order to introduce the Infill Modular Construction System to domestic market successfully, the development of insufficient element technologies and systematic analysis of process should be preceded. This research aims to establish of Standard Construction Process, as advanced research for the settlement of the Infill Modular Construction System. As advanced research for the activation of the Infill Modular Construction System, this research aims to develop Infill Unit Module's mobile device. This is expected to improve work efficiency. In addition organizing optimized Standard Construction Process by steady work analysis and improvement is being planned.

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접합부 유한요소해석을 바탕으로 한 모듈러 구조물의 힌지접합부 수치해석적 연구 (Numerical Analysis of Hinge Joints in Modular Structures Based on the Finite Element Analysis of Joints)

  • 김문찬;홍기섭
    • 한국전산구조공학회논문집
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    • 제35권1호
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    • pp.15-22
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    • 2022
  • 본 논문에서는 유한요소해석을 통한 모듈러 구조물 접합부의 힌지접합부 연구에 관하여 소개한다. 모듈러 구조물은 모듈과 모듈을 적층하는 방식으로 공사를 진행하여 단위 모듈간의 기둥 및 보의 일체성을 기대하기 어려운 특성을 가지고 있다. 그러나 현 모듈러 설계 시 이러한 구조적 특성을 무시하고 횡력에 대한 모멘트전달을 고려하여 기존 강구조와 동일한 방식으로 해석하고 있다. 더구나 모멘트접합을 체결하기위해 모듈러 외부뿐만 아니라 내부에서 볼트 체결이 이루어져 조립 후 마감을 추가하는 불합리한 상황도 발생한다. 이러한 일체성을 기대하기 어려운 특성을 고려하기 위하여 힌지접합을 활용한 모듈러구조시스템을 제안하였다. 논문에서는 기존의 모멘트접합부에서 힌지접합부로 변경하였을 때 하중의 전달을 확인하기 위하여 이전 다른 연구에서 활용되었던 가위 모델을 변형한 변형 가위 모델을 고안하여 접합부의 기본 이론을 제안·검토하였고, 기본을 바탕으로 계산된 결과는 구조해석 프로그램인 마이다스 젠과 비교하여 검증하였다. 추가적으로 기존 모멘트접합부로 설계되었던 모듈러구조물을 힌지접합부로 변경하여 부재내력 및 사용성을 검토하였다.

모듈러 교각의 BIM 기반 정보 모델 인터페이스 모듈 개발 (Development of BIM Based Information Model Interface Module for a Modular Pier)

  • 김동욱;이광명;남상혁
    • 한국BIM학회 논문집
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    • 제5권1호
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    • pp.1-7
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    • 2015
  • Modular technology has become a major issue of the construction industries to enhance their productivity. Modular bridge construction generally requires the data exchange between the contractors, designers, fabricators and constructors. Therefore, a readily accessible information model interface module based on BIM technology is essential for their communication during a project life-cycle. In this study, BIM based information model interface module for a modular pier was developed. For the information models, the PBS(Product Breakdown Structure) and LOD(Level of Development) were defined. Next, all components of a modular pier were conducted by the parametric modeling technique, and then 3D cell library interface was developed. An nterface module was also developed using VBA(Visua basic Application) for exchanging a data from 3D model library to other softwares such as Microstation, AutoCad and Excel and was connected with MS Access database. The developed information model interface module would improve the design quality of the modular pier and reduce the time and cost for design. Updated 3D information models could be utilized for the fabrication, assembly, and construction process for modular piers.