• Kyungpook Mathematical Journal
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• 제60권4호
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• pp.673-682
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• 2020

For the recently defined notion of strongly lifting modules, it has been shown that a direct sum is not, in general, strongly lifting. In this paper we investigate the question: When are the direct sums of strongly lifting modules, also strongly lifting? We introduce the notion of a relatively strongly projective module and use it to show if M = M1 ⊕ M2 is amply supplemented, then M is strongly lifting if and only if M1 and M2 are relatively strongly projective and strongly lifting. Also, we consider when an arbitrary direct sum of hollow (resp. local) modules is strongly lifting.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.291-292
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• 2021

In modular construction, it is insufficient for safety management of workers, and workers are still exposed to the risk of accidents due to work at high places for lifting and assembly work in modular construction sites. Therefore, it is necessary when preventive safety management through risk management of workers on modular construction sites. This study is a basic study for the risk assessment(checklist) of modular construction, and the purpose of this study is to analyze the risk factors of the module lifting work at the modular construction site. It is intended to identify the hazard risk factors and improvement measures of the existing lifting operation, by analyzing the case of the risk assessment of the existing RC method, and to identify the risk factors for each work process when lifting the module. In the future, the results of this study are expected to be utilized in the development of checklists for risk assessment as safety management plan for modular construction sites.

• 한국해양공학회지
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• 제25권4호
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• pp.1-6
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• 2011

The installation of a topside structure can be categorized into the following stages: start, pre-lifting, lifting, lifted, rotating, positioning, lowering, mating, and end of installation. The transfer of the module onto the floating spar hull occurs in the last three stages, from lowering to the end. The coupled multi-body motions are calculated in both calm water and in irregular waves with a significant wave height (1.52m). The effects of the hydrodynamic interactions between the heavy lifting vessel and the spar hull during the lowering and mating stages are considered. The internal forces caused by the load transfer and ballasting are derived for the mating phases. The results of the internal forces for the calm water condition are compared with those in the irregular sea condition. Although the effect of the pitch motion on the relative vertical motion between the deck of the floating structure and the topside module is significant in the mating phases, the internal force induced pitch motion is too small to have this influence. However, the effect of the internal force on the wave-induced heave responses in the mating phases is noticeable in the irregular sea condition because transfer mass-induced draught changes for the floating structure are observed to have higher amplitudes than the external force induced responses. The impacts of the module on the spar hull in the mating phase are investigated.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.411-414
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• 2015

The purpose of this study is to conduct a comparative analysis between Korea and the United States of the supply process of unit modular housing at both the factory production phase and the transportation and lifting phase, as part of an attempt to invigorate the unit modular housing market in Korea. Unlike the practice in the United States, one of Korea's unique characteristics is that the floor is constructed with reinforced concrete and hot water heating system. To do this, the wet method in Korea is used that includes concrete placement, curing and constructing hot water floor heating system at the factory production phase, which results in a longer production time and also requires the lifting of heavier loads. In the United States, interior and exterior finishing works of modular housing are performed by different companies, and the distance between the unit module factory and the construction site is quite far. This kind of dualized production structure may cause confusion when it comes to schedule management, procurement management, and stock management. Moreover, problems caused by external environmental factors such as wind and rainfall were reported in the course of long-distance transportation. The results of this case comparison are expected to provide fundamental data that will reduce the amount of trial and error in the unit module production, transportation and lifting work in Korea, which has a comparatively small number of unit modular housing cases.

• 한국구조물진단유지관리공학회 논문집
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• 제19권2호
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• pp.143-150
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• 2015

현재 국내 모듈러 구조물은 저층의 단독주택 및 군 병영생활관에 한정되어 있는 실정이며, 적층식 모듈러 구조물에 대한 표준화된 구조설계 방법이 없으므로 구조물의 시공과정에서 모듈의 양중이나 운송 시 발생되는 관성력, 양중 시 구조물에 대한 풍하중의 영향, 모듈의 적층 설치 시 충격력 등에 대한 검토가 일반적으로 이루어지고 있지 않다. 따라서 본 연구에서는 대상 모듈러 시스템에 대한 단계별 시공방법을 살펴보고, 각 시공단계에 대한 구조해석 시 경계조건 및 하중 작용위치를 결정하였다. 또한 모듈의 양중 및 차량운반 시 각각의 속도에 따른 관성력을 산정하였으며 모듈의 적층설치 작업 시 양중속도에 따른 충격하중과 양중에 의한 설치작업 시 순간풍속에 의한 풍하중을 산정하였다. 제안된 방법을 토대로 대상 모듈러 시스템에서 양중 시와 운송 시, 설치 시 등 시공단계별 하중크기 결정조건을 변화시켜 구조검토를 수행하였으며 구조적으로 안전성이 확보되는 시공조건을 도출하였다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2005년도 ICCAS
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• pp.864-867
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• 2005

In this paper we introduce a design of parallel architecture for wavelet transformation on FPGA. We implement wavelet transforms though lifting scheme and apply Daubechies4 transform equations. This technique has an advantage that we can obtain perfect reconstruction of the data. We divide our process to high pass filter and low pass filter. With this division, we can find coefficients from low and high pass filters simultaneously using parallel processing properties of FPGA to reduce processing time. From the equations, we have to design real number computation module, referred to IEEE754 standard. We choose 32 bit computation that is fine enough to reconstruct data. After that we arrange the real number module according to Daubechies4 transform though lifting scheme.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2018년도 춘계학술논문요약집
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• pp.78-79
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• 2018

• Korean Journal of Mathematics
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• 제27권3호
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• pp.657-660
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• 2019

We give necessary and sufficient condition for the Greenberg's generalized conjecture conjecture on certain imaginary quadratic fields.

• 한국산학기술학회논문지
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• 제22권3호
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• pp.94-100
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• 2021

멤브레인(membrane) LNG 운반선 화물창(cargo containment) 공사의 생산성 향상을 위해서는 공사 작업대인 비계 시스템(scaffolding system)의 설치 기간 및 공정 단축이 요구된다. 이를 위한 효과적인 방안으로 모듈의 탑재 단위를 기존의 2단에서 8단으로 대형화하자는 의견이 수렴되고 있다. 하지만, 모듈의 대형화로 인해 탑재 하중이 증가하면 메인 수직 파이프를 연결해주는 핀(pin)과 홀(hole) 주위에 국부 응력이 증가하여 재료의 항복응력을 초과하게 되는 문제점이 발생한다. 본 연구의 목적은 이러한 문제점을 해결하기 위해 트리즈(TRIZ)를 도입하여 새로운 대형 모듈의 탑재 방안을 수립하는 것이다. 본 연구에서는 트리즈의 여러가지 문제해결 도구 중 하나인 40가지 발명원리를 활용하는 방안을 채택하였다. 먼저 기술적 모순을 도출하고, 공학변수를 선정하였으며, 모순행렬을 활용하여 기술적 모순을 극복하기 위한 효율적인 발명원리를 선정하였다. 선정된 발명원리를 통해 일반해결안 및 특정해결안을 도출하였고, 구조해석을 통해 구조물에 발생하는 응력이 낮은 수준임을 확인하였다. 수립된 탑재 방안을 적용한 대형 모듈의 실제 탑재에 성공함으로써 트리즈의 유용성을 확인하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집C
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• pp.219-223
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• 2001

This paper introduces DS/Block-Structure - a structural analysis module of DS/Block, which is a Design System to simulate the behavior of a ship block in various crane operations and to evaluate its structural deformation using the finite element method. It runs based on a CAD program, Pro/ENGINEER, and structural analyses are performed by a developed FE code. Boundary conditions for the FE analysis of a ship block under lifting and turnover operation are also considered.