Earticle

본 연구는 재난 상황 발생 후 이재민들에게 임시 주거용 공간을 손쉽게 제공하기 위한 임시 주거용 프리패브 모듈라 구조를 제안하기 위해서 진행하였다. 이를 위해 관련 디자인 개념 및 실행을 위해 국내에 등록된 조립식 구조물 이나 프리패브 구조와 관련된 다양한 특허를 검색하고 수집하였으며, 이를 특성별로 분류하였다. 결과적으로 임시 주거 용 프리패브 모듈라 구조의 공간은 “확장성”, “조립 및 해체의 용이성”, “빌트인 구조”, 그리고 “에너지 효율성”과 같은 추가적인 주요 요인에 대해서도 고려해야 하며, 각 사례는 “세부 조립 모듈형”, “모듈형 확장형”, “공간 유닛 확장형”의 3가지의 형식으로 구분되었다. 향후 연구에서는 해외 특허를 대상으로 다양한 사례를 수집하고 분석할 예정이며, 이를 통해 가능한 낮은 생산 단가로 양산 및 제공할 수 있도록 구체적인 구현 방법에 대해서도 제안하고자 한다.

This study proposes a temporary residential prefab modular structure to provide residential space to displaced people after a disaster. Patent cases related to prefab structures are collected for related design implementations, and classified. Space in temporary residential prefab modular structures must consider factors such as “Expandability”, “Assembly and Disassembly”, “Built-in Structure”, and “Energy Efficiency”, and the cases are classified into “Detailed Assembly Modular Type”, “Modular Expandable Type”, and “Space Unit Expandable Type”. Overseas patents cases will be collected and analyzed in future studies for providing the efficient way for mass production for the lowest production cost.

본 연구는 다양한 환경에서 임시 주거를 위한 공간을 쉽게 구성하는 방법을 분석한다. 이를 위해 모듈라 조립식 건축 구조의 사례를 분석하고 임시 주거 공간을 형성할 수 있는 다양한 해결 방안을 탐색한다. 본 연구를 통해 예측이 불가능한 다양한 상황에서 사용자의 안정적 생활 환경을 위한 주거 공간을 구축하기 위해 다양한 방법을 제안하고자 한다. 이와 관련된 다양한 해외의 특허 사례를 수집하고 분석하여 다음과 같이 총 4가지의 그룹으로 그 결과를 도출하 였다. 이는 1) 소규모 부품을 활용한 조립 방식, 2) 프리패브 모듈의 적층 방식, 3) 공간 확장 방식, 그리고 4) 세부 요소의 제작 방식으로 구분될 수 있으며, 이를 기반으로 향후 보다 더 저비용 및 효율적으로 구축이 가능한 프리패브 임시 주거 공간의 구조를 연구하고자 한다.

This study analyzes the method for easily constructing a simple space in various environments. It also analyzes cases of modular prefab construction structures and explores various solutions and development directions that can form temporary residential spaces. This research intends to propose the diverse methods and solutions for constructing residential space for users’ stable living environment in various unpredictable situations. This study amis to collect and analyze cases of various foreign patents related to the subject. With the analysis on the patents case, the prefab structures are mainly grouped into 4 types of 1) Assembly method using small parts, 2) Prefab module stacking method, 3) Space expansion method, and 4) Production methods of detailed elements. Based on the results, future research will inquire the lower cost and more efficient way of constructing prefab structure.

Today, manufacturers are forced to acknowledge that the life cycles of products are becoming shorter. In the case of the door trim assembly field, the highly frequent introduction of new products and the continuous increase in product varieties leads to the demand for redesigning assembly systems more often. Modular manufacturing systems can be an important issue in helping to overcome these problems. This paper presents the development of a modular assembly system for the door trim, and because it takes the change drives into consideration, this system is highly flexible in adapting to changes in the environment.

A bolt-fastening method was invented for connecting prefabricated modular structures with a purpose of reducing production cost and enhancing delivery efficiency of precast structures by eliminating welding parts. In order to remove welded connections, a drawing part and a bending part were designed and bolted together to easily generate a long support structure. The bolt-fastened structure had a plate deflection of similar magnitude to that of the welded structure, and weighed about 2.5% less. The heat supplied inside the structure for concrete curing had a negligible effect on the deflection of the structure. Since the unit module is only 640 mm long, and welding is eliminated from production to export local assembly, and the long structure is completed only by fastening, significant reductions in shipping cost and local labor cost are expected.

연구목적: 본 연구는 자정식 건설장비 전도방지 시스템에 대하여 역학적 메커니즘에 따른 효율도를 수 치해석적인 방법과 실대형 실험체의 하중재하실험결과를 비교하여 거동을 검증 하고자 한다. 연구방 법: 기존 전도방지 가설구조물에 대한 제원을 분석하고 본 연구대상에 대한 모듈식 제원을 도출하였다. 건설장비의 총하중과 충격력을 적용하여 수치해석적 방법으로 해석을 수행하였고 실대형 실험체를 제 작하여 하중재하실험을 수행하였다. 연구결과: 실대형 실험체 하중재하 실험결과 가력하중에 대한 연 직방향 변위는 수치해석 결과를 상회하는 거동 결과이며 가장 불리한 거동의 수직부재는 허용응력 대 비 81.6~82.3%의 응력이 작용하는 것으로 확인하였다. 결론: 건설장비의 전도모멘트와 장비 자중에 의 한 저항모멘트 상호 보완의 역학적 메커니즘을 적용한 전도방지 시스템에 대하여 수치해석적 및 실대 형 실험체의 하중재하 실험을 비교 검토결과 거동의 안전성 확보를 확인하였다.

Purpose: This study verified the behavior of a temporary structure module system for preventing overturning drilling rigs by comparing the efficiency of the mechanical mechanism with the results of a numerical analysis method and load test of a full-scale specimen. Method: The geometric and material specifications of existing a temporary structure were analyzed and the specifications of temporary structure module system of this study were derived. Numerical analysis was performed by applying the total load and impact force of construction equipment, and static loading experiments of a full-scale test specimen using horizontal and vertical loading method was performed. Result: The results of static loading experiments of the full-scale specimen showed that the vertical displacement in response to the applied load exceeded the results of the numerical analysis. It was confirmed that the vertical member with the most unfavorable behavior was subjected to a nominal stress of 81.6 to 82.3% of the allowable stress. Conclusion: The safety of the behavior was confirmed through a comparative result of numerical analysis and static loading experiments on a full-scale specimen for a temporary structure module system for preventing construction equipment from overturning that applies a mechanical mechanism in which the overturning moment of construction equipment and the resistant moment due to the self-weight of equipment complement each other.

습지 토양으로 인한 수질 악화를 저감할 수 있는 저관리형 습지 조성을 위한 기초연구로써 진행된 본 연구의 목적은 인공지반 위에 습지 조성 시 수체와 토양의 분리가 가능한 플랜터형 호안구조물이 설치된 습지의 수질 제어 기작을 연구하는 것이다. 실험구는 고무수조에 마사토를 채운 플랜터형 호안구조물을 적용하여 수체와 토양을 분리하였으며, 대조구는 고무수조에 마사토를 포설하여 수체에 직접 노출시켰다. 실험구와 대조구의 수질을 Kolmogorov-Smirnov Z 검정으로 분석한 결과, pH, BOD, SS, Chl-a, T-P, T-N에서 통계적으로 유의한 차이가 있는 것으로 나타나 플랜터형 호안구조물 적용 여부에 따른 수질 제어의 효과 차이를 입증하였다. 환경정책기본법에 근거한 수질 분석결과 수온과 EC는 실험구와 대조구가 비슷한 양상으로 나타났으며, pH와 DO는 두 메조코즘이 같은 등급에 속하였다. BOD, SS, Chl-a, T-P는 실험구가 더 높은 등급을 상회하는 것으로 평가되었으며, T-N은 대조구가 더 낮은 수치를 나타냈지만 수질의 등급이 같은 것으로 나타나 미미한 차이임을 알 수 있었다. 본 연구는 습지 조성 방식에 있어 플랜터형 호안구조물을 활용해 토양과 수체를 분리하여 습지를 조성하면 문제시 되어 오던 사면 침식으로 인한 육화 및 건조화 현상과 영양염류로 인한 녹조나 부영양화 현상 등을 예방하고, 식생대를 제어할 수 있음을 시사하였고, 특히 플랜터형 호안구조물을 활용한 습지 조성 시 수질 제어 기작을 통해 습지의 심미적, 생태적, 사회적, 경제적 가치를 증진시킬 수 있는 것에 대해 증명하였다. 따라서 본 연구의 결과는 향후 효율적인 수질 유지가 가능하여 관리조방적인 인공습지를 계획하고 조성하는데 기초 자료로 활용될 수 있을 것이다.

This study is a basic research for low maintenance constructed wetlands which can prevent water quality deterioration due to wetland soils. The purpose of this study is to analyze water quality control mechanisms of constructed wetland on the artificial ground which installed the modular revetment structure(MRS), a device that separates water and soil. This study was then conducted with two different wetland mesocosms (a treatment plot and a control). These mesocosms were monitored to analyze effects of water quality control of the MRS. A treatment plot was built, and separated into soil and water, by filling the MRS with the decomposed granite soil in the mesocosm made of rubber material. A control plot was built where the decomposed granite soils were exposed to water by leaving the soil on the bottom of the mesocosm made of rubber material. Water quality was then analyzed by using Kolmogorov-Smirnov Z examination which then showed that pH, BOD, SS, Chl-a, T-P, T-N had statistically valid difference between a container with the MRS and one without it. According to the analysis of the water quality, the temperature and the EC level came out similarly and both mesocosm showed same level on pH and DO. A treatment plot had higher levels of BOD, SS Chl-a, and T-P. A control plot’s T-N value was little lower than that of the treatment plot. This study suggests method of constructed wetlands using the MRS prevents problems occurring in wetland soils: aridity of wetlands by soil erosion, eutrophication, and algal blooms due to nutrients released from wetland soil. These functions of constructed wetland with the MRS increase aesthetic, ecologic, social, and economic value of the wetland. Outcomes of this research will later enable more proficient way of stabilizing water quality and provide data for planning low maintenance constructed wetlands.

Agricultural solar power is a method in which crops are grown on the ground and solar power panel is installed on top. At the current level, panel support frames are installed at span of 4 to 6 m, but if the span of the structure is widened, it is possible to increase agricultural activity and secure additional cultivation area. Therefore, in this study, the long-span frame with 12m span of the photovoltaic power generation facility was suggested and the safety of the structure supporting it was reviewed. The wind load acting as a critical load on the structure was calculated according to KDS 41 10 15, the building structure design standard, and the stress ratio, reaction force and serviceability were reviewed after designing a 12m long span by removing the central column from the current 6m span. In addition, the appropriateness of lengthening the structure was reviewed through quantity surveyor, and the optimal sectional sizes of the member according to the KDS were proposed.

The life cycle costing is a good tool to compare the economic efficiency among various building alternatives. In addition, it gives a chance to mitigate the building cost in construction techniques or building material selection. It is said that the modular system has been a early stage to apply into practice and its cost is higher than the conventional building structure. Therefore, the modular system is needed to develop its construction technologies and to analyze the cost aspect compared with other building structure. This paper is aimed at comparing the cost between the modular system and the conventional building structure, using the life cycle costing. It is targeted to compare the cost between two structure. The life cycle stages are divided into three stages which are construction, energy and maintenance, demolition. The discount rate of 2.09% is used to minimize the current variation and its analyzed period is ranged with 40 years. During forty years, the conventional LCC cost is lower than the modular system, In these results, the modular sytem has disadvantages, compared with conventional structure. But these disadvantages will be recovered with the generalization and standardization of the modular system within a short time.

Among 12 marine bacterial strains from the China coast that exhibited interesting bioactivity (positive for both antimicrobial and cytotoxic activities), only four strains, namely, NJ6-3-1, NJ6-3-2, NB-6, and YTHM-17, had a KS domain or A domain when screened for PKS and NRPS genes using a PCR. Interestingly, two of these strains belonging to Pseudoalteromonas and associated with the marine sponge Hymeniacidon perleve were positive for both PKS and NRPS, whereas the other two strains of Pseudoalteromonas did not have a PKS or NRPS gene. A molecular phylogeny analysis and DGGE analysis of the Pseudoalteromonas sp. indicated that they had a specific affinity with the host marine sponge Hymeniacidon perleve. Furthermore, an analysis of a partial sequence of Pseudoalteromonas sp. NJ6-3-2 isolated from the marine sponge Hymeniacidon perleve obtained from genomic walking using a computational approach indicated a relatively complete PKS module including auxiliary domains (DH, KR, and Cy).

Distinct from conventional energy-harvesting (EH) technologies, such as the use of photovoltaic, piezoelectric, and thermoelectric effects, betavoltaic energy conversion can consistently generate uniform electric power, independent of environmental variations, and provide a constant output of high DC voltage, even under conditions of ultra-low-power EH. It can also dramatically reduce the energy loss incurred in the processes of voltage boosting and regulation. This study realized betavoltaic cells comprised of p-i-n junctions based on silicon carbide, fabricated through a customized semiconductor recipe, and a Ni foil plated with a Ni-63 radioisotope. The betavoltaic energy converter (BEC) includes an array of 16 parallel-connected betavoltaic cells. Experimental results demonstrate that the series and parallel connections of two BECs result in an open-circuit voltage $V_{oc}$ of 3.06 V with a short-circuit current $I_{sc}$ of 48.5 nA, and a $V_{oc}$ of 1.50 V with an $I_{sc}$ of 92.6 nA, respectively. The capacitor charging efficiency in terms of the current generated from the two series-connected BECs was measured to be approximately 90.7%.

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.

This paper introduces the modular cellular neural network (CNN), which is a new CNN structure constructed from nine one-layer modules with intercellular interactions between different modules. The new network is suitable for implementing many image processing operations. Inputting an image into the modules results in nine outputs. The topographic characteristic of the cell interactions allows the outputs to introduce new properties for image processing tasks. The stability of the system is proven and the performance is evaluated in several image processing applications. Experiment results on texture segmentation show the power of the proposed structure. The performance of the structure in a real edge detection application using the Berkeley dataset BSDS300 is also evaluated.

In this note, we show that $\mathcal{M}({\Gamma}_0(N))$ is a weighted polynomial ring if and only if N = 1, 2, 4, where $\mathcal{M}({\Gamma}_0(N))$ is the graded ring of integral-weighted modular forms for the congruence subgroup ${\Gamma}_0(N)$.

Much of the research dealing with the relationships between product architecture and industry structure change suggests one evolutionary direction - as products tend to change from integral to modular form, industry tends to change from integrated to disintegrated form. Given much research focuses on the predominant evolutionary direction, of particular interest to this study is the processes by which modular-to-integral product architecture change shapes industry’s competitive structure. We empirically test Schilling’s theoretical model of interfirm product modularity with an unusual case of de-modularization of a dominant design in a mature industry. We find that the model fully explains the direction of the process, but only partially its beginning and final outcome. Through careful study of the case we identify conditions favorable for the start of the process, and specify detailed mechanisms through which the de-modularization resulted in a nearmonopoly position of the attacking firm. The results suggest that the product architecture simultaneously represents a firm’s decision variable and shapes the firm’s competitive environment, and the relative weight between them is determined by contextual circumstances.

Besides strong customer orientation, today's companies should respond increasingly to a market getting worse for securing competitiveness with a diversity of product spectrum. In these new conditions in the surrounding field of manufacturing, the changeability of manufacturing system develops more and more to the key success factor. The following contributions introduce a fast and cost-efficient concept for changeover which bases on a modular system's architecture. The modular structure of manufacturing system allows the required changing processes with limited side effects on other modules. Based on a modular concept, manufacturing systems can be easily configured and reconfigured to specific requirements.

자갈궤도에서 레일과 침목을 연결하는 체결장치의 레일패드 강성이 증가함에 따라 윤중이 증가하고 궤도틀림진전이 증가되어 궤도유지보수비가 증가하게 된다. 반면에 레일패드강성이 감소하면 차량운행에 따른 전력소모비가 증가하게 된다. 따라서 자갈궤도 설계 시에 차량과 궤도 및 운영조건을 고려하여 궤도유지보수비와 전력소모비를 가급적 작게 할 수 있는 적정 레일패드강성을 결정하는 것은 철도 경제성 확보차원에서 중요한 과제라 할 수 있다. 본 연구에서는 $L{\acute{o}}pez$ Pita 등이 제시한 자갈궤도에서의 최적레일패드 강성을 평가하는 프로세서를 기초로 적정 레일패드강성 범위를 구하였다. 연구결과에 중요한 영향을 주는 레일패드강성에 따른 윤중변화를 보다 정확하게 평가하기 위하여 궤도구성품의 거동특성을 보다 상세하게 고려할 수 있는 고도화된 수치해석적 기법을 사용하여 평가하였다. 또한 국내에서의 차량, 궤도 운영조건을 고려함으로써 국내에서 궤도설계에 적용할 수 있는 적정 레일패드강성 범위를 도출하였다.

To overcome the weaknesses of viaduct bridges and the non-economic efficiency of underground LRT, the study of near-surface railway systems is in progress. To apply a box structure to the low depth transit, a connection joint to precast modules are very important when applying precast modular structures to replace temporary structures. In this study, wall to wall connections were applied in diverse cases such as rebar connections, guiding structures that were used to fit the verticality of precast walls during construction, and non-reinforcement structures used only for waterstop. Experimental performance verification was carried out for the bending, shear and splitting of the wall to wall connection. Precision of construction joints between wall to wall was identified as a factor that influenced the structural performance of the precast wall. A structure that can serve as a guide during the vertical insertion of a wall is confirmed for the most suitable case, but it will be necessary to modify this structure for detailed cases.

By advent of NNC(Neural Network Chip), it is possible that process in parallel and discern the importance of signal with learning oneself by experience in external signal. So, the design of general purpose operation unit using VHDL(VHSIC Hardware Description Language) on the existing FPGA(Field Programmable Gate Array) can replaced EN(Expert Network) and learning algorithm. Also, neural network operation unit is possible various operation using learning of NN(Neural Network). This paper present general purpose operation unit using hierarchical structure of EN. EN of presented structure learn from logical gate which constitute a operation unit, it relocated several layer. The overall structure is hierarchical using a module, it has generality more than FPGA operation unit.

최근 저심도의 도시철도 시스템이 제안되어 지상고가 형식의 민원과 지하경전철 형식의 비경제성을 극복하기 위한 연구가 진행중이다. 본 연구에서는 저심도 지하구조물의 경제성과 시공성 확보를 위하여 가시설을 대체하는 프리캐스트 형식의 모듈식 구조체를 적용하기 위하여 영구 강성벽체와 상부 슬래브간 연결부 조인트에 대한 구조적 성능을 검증하고자 실내 재하실험을 수행하였다. 성능재하 실험결과, 가시설 대체 강성벽체와 상부 슬래브간 연결부 구조는 휨모멘트 전달구조임을 확인하였다. 특히 휨 지배를 받는 상부에서는 채널형태보다는 커플러 조합이 휨 저항 성능이 30%정도 증가하여 유리함을 확인하였으나, 성능 개선이 필요한 것으로 확인되었다.

Recent study about near-surface is proposed to overcome non-economic of underground railway and to reduce people's complaints of ground elevated railway. In this report, precast modular structure system replacing temporary facilities is applied to ensure the construction ability and economic feasibility. To verify the performance of connection joint between permanent structural wall and upper slab, loading test is carried out. As a result of the test, wall replacing temporary structure to slab connection is possible to transfer bending moment. By 30% increase of bending resistant performance for connection joint using coupler, coupler connection joint is more advantageous to resist bending moment compared to channel connection.

From 2000s, modular construction has gained more attention due to many advantages such as reduction of duration, recycling. The modular structure is being used for urban regeneration recently. However, even though most facilities in the modular structures which are used as urban regeneration building are commercial spaces, exhibition spaces, eating and drinking spaces, there are lack of natural or mechanical ventilation systems. Also, there are relatively limited spaces on modular structure characteristic. Therefore, indoor environment performance of four buildings, which are performed as urban regeneration in Seoul, was evaluated by HCHO and $CO_2$ emissions. Consequently, the HCHO and $CO_2$ emissions of the commercial and exhibition spaces were confirmed that can influence on health of occupants. Therefore, the urban regeneration modular structure needs to add local ventilation systems for improvement of indoor air quality to more healthy and comfortable.