• 한국터널지하공간학회 논문집
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• 제23권6호
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• pp.485-502
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• 2021

터널 굴착으로 인해 필연적으로 발생되는 지반침하 및 상부 구조물 영향 평가를 수행하기 위해 지표침하와 구조물 건전도 저감의 총 7개의 주요 영향 인자들을 설정하고 수치해석을 이용한 Parameter Study를 수행하였다. 그 결과를 통해 Boscardin and Cording 구조물 손상도표를 이용한 안정성 분석, 최대침하량과 각변위를 이용한 안정성 분석을 수행하고 각각의 주요 영향 인자들에 대한 상관성 분석을 실시하였다. 또한, 매개변수 해석을 통한 지반 및 구조물 상호거동 양상을 이용하여 경기도 화성시에 위치한 𐩒𐩒𐩒터널 현장에 적용하고 현장 적용성을 분석하였다. 그 결과 오차가 약 1.0%로 나타나 설계단계에서의 터널 굴착에 따른 구조물 안정성 평가 시 다양한 조건에서 적합한 노선 결정을 위한 기초 자료로 활용될 수 있도록 하였다.

• KIEAE Journal
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• 제17권1호
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• pp.5-13
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• 2017

Purpose: This study, by comprehensively the characteristics of new Hanok application techniques with the proposed site application technology in the course of the design changes that have been accumulated through Hanok technology development the second stage business, by analyzing the range of reflection, new Considering the direction reflects the efficiency of the new Hanok application techniques. Method: new Hanok application technology, it was been established through research and development of large 1 new Hanok technology it has been proposed through the "site-specific application techniques" and 2 builders and designers "space-time proposed technique" Analysis of the case, at the center of the design changes, the land the body of laws and regulations, the requirements of the public buildings, compared to the construction method and the like for the reduction of construction costs, new Hanok applied technology in the process of change by it There was analyzed whether acceleration on the range and step which is reflected in the design Result: The result of new Hanok applied technology was built through the demonstration build business case, process another major technology, foundation, woodwork, walls, roof, has been reflected in the ceiling construction, the inclusion of items in the proposed technique of construction , it was applied to the main steps in general, except for other construction work landscaping. Application techniques and construction proposal technology research team has presented, show the difference between the scope and method. With significance effort to improve the unreasonable traditional methods of these core processes that can be reflected in the field repeated the construction proposed technique as a result of the utility that can be applied for substantial construction.

• KIEAE Journal
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• 제12권6호
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• pp.77-84
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• 2012

The current architectural design of unit modular has been based on 2D of CAD program, so unit modular character which needs unit information management, as a dried-member system, has no effect on design process. The purpose of this study is We have developed a suitable BIM design process, according to various works of construction, then tried to contribute to supply and activation of the urban-life-housing based on unit modular. The BIM modeling process based on unit modular has been in order of unit combination with preparing manual classification, and, it has been constructed, at construction site, from housing foundation to roof finish by Bottom-up method. At a manufacturing factory, it has been produced in order of 1) grouping materials and parts, 2) fabricating unit boxes, and 3) interference examination of unit boxes, and each order has been classified as housing structure, architecture, plumbing process separately. At a construction site, the fabrication has been done in order of, like as a real housing construction scenario, 1) RC foundation work 2) unit module job-site-fabrication work, 3) roof truss work, 4) plumbing and HVAC work, and 5) housing interior finish work. After modeling process, the interference examination on each work of construction has finally completed modeling. The Unit modular utilizing BIM modeling can make easy housing maintenance through systematic control with preparing manual of unit module information, and securing accurate and speedy construction information. And it will promote design credibility and create maximum effect of unit modular construction method, such as construction period reduction and upgrade of construction quality, etc., through the computer simulation as real as construction environment in cyber space, and with the interfering examination.

• ETRI Journal
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• 제37권6호
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• pp.1231-1241
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• 2015

In this study, we investigate the relationship between emotions and the physiological responses, with emotion recognition, using the proposed fuzzy information granulation-based neural network (FIGNN) for boredom, pain, and surprise emotions. For an analysis of the physiological responses, three emotions are induced through emotional stimuli, and the physiological signals are obtained from the evoked emotions. To recognize the emotions, we design an FIGNN recognizer and deal with the feature selection through an analysis of the physiological signals. The proposed method is accomplished in premise, consequence, and aggregation design phases. The premise phase takes information granulation using fuzzy c-means clustering, the consequence phase adopts a polynomial function, and the aggregation phase resorts to a general fuzzy inference. Experiments show that a suitable methodology and a substantial reduction of the feature space can be accomplished, and that the proposed FIGNN has a high recognition accuracy for the three emotions using physiological signals.

• 대한기계학회논문집 C: 기술과 교육
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• 제3권1호
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• pp.63-69
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• 2015

운반설비 중 보편적 기술의 하나인 EMS (Electric Monorail System)는 천장 트러스에 매달려 운반물을 이송하는 장치로, 공간 활용의 극대화라는 장점과 더불어 저소음 등 작업 환경이 개선된다는 점에서 널리 이용되고 있다. 본 논문에서는 운반물의 하중을 지지하고 고속 이송시 가이드 역할을 하여 이탈을 방지하는 EMS 레일에 대하여 다양한 방법으로 해석하고, 이를 바탕으로 레일 단면 설계의 최적화 방향을 모색한다. 경량이면서 고강성을 지닌 레일은 트러스에 가해지는 하중을 최소화 하고 이로 인한 레일 생산비 절감 및 설치 작업성 향상 등을 기대할 수 있다.

• 한국구조물진단유지관리공학회 논문집
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• 제14권3호
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• pp.83-90
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• 2010

구조물의 해석, 설계, 시공, 품질관리 등을 수립할 때 토목기술자는 경제적이며 효율적인 복합재료를 사용할 수 있다. 거더, 가로보, 콘크리트 상판으로 이루어진 교량시스템은 특별직교이방성 판으로 거동한다. 이러한 경계조건을 갖는 단면을 Navier 해 형태의 해석적 해를 구하기가 매우 어렵다. 복합재료로 이루어진 교량을 설계하기위하여, 단면은 가장 경제적이면서 응력에 유리한 폼코어 형태를 채택하였고, 응력을 산출함에 있어서는 유한차분법 프로그램을 사용하였다. 응력영역은 Tasi-Wu 파괴영역 기준을 이용하였다. 본 논문에서는 치수가 증가됨에 따른 인장강도 감소율을 고려하였다. 또한 이러한 경우에 대한 수치해석을 수행하였다.

• KIEAE Journal
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• 제8권3호
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• pp.27-36
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• 2008

Urban architecture density is getting higher, and this trend is expected to continue in the future. Therefore, skyscrapers are being brought into relief as future alternative architecture beyond symbolic meaning in the aspect of demand and supply of urban space. However, skyscrapers which were newly built have many problems such as consumption of enormous amounts of energy, destruction of natural environment, and traffic jam. For this reason, environment-friendly skyscrapers based on the concept such as Green Building and Green Skyscraper started to be built around the world. However, plans or evaluation standards, which take account of the environment-friendly aspect of skyscrapers, leave much to be desired. And especially it is hard to find environment-friendly skyscrapers. Therefore, this study aims to establish the concept of environment-friendly skyscrapers that has not properly been defined, and to find realistic planning methods and practical alternatives through the analysis of the works that have brilliant ideas about environment-friendly architectural method. From the perspective of architectural planning, we did case analysis focused on site planning, form planning, elevation and floor planning, and tried to give useful ideas for high-rise architectural planning in Korea by finding practical solution focused on the active use of natural energy, saving resources, the reduction of wastes, natural architectural environment design and natural friendly system from the view of environment-friendly technological analysis.

• 터널과지하공간
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• 제33권4호
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• pp.255-264
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• 2023

근래 들어 도심지 지하공간 개발에 대한 수요가 증가함에 따라 도심지 터널계획이 활발히 진행되고 있다. 도심지 구간에는 주민 생활환경을 고려하여 지하정거장이 계획되며, 기존 구조물의 안정성 및 환경훼손 저감 등을 위해 2-Arch터널 정거장을 적용하고 있다. 그러나 도심지 구간은 심한 풍화작용에 따라 불량지반의 심도가 깊게 발달되어 터널 안정성 확보를 고려한 신중한 계획이 요구된다. 이뿐만 아니라 도심지의 복합적인 지반상태를 고려하여 본선터널에 TBM 기계굴착 공법을 적용하는 경우, 기존 NATM형 2-Arch터널과는 시공연계성을 확보할 수 없게 된다. 본 연구에서는 쉴드TBM과 2-Arch터널을 조합한 형태인 TBM선굴진 2-Arch터널을 국내 최초로 적용한 설계사례를 중점으로 기술하고자 하였다. 중앙터널 굴착후 좌우터널 시공을 고려하여 쉴드TBM 세그먼트 설치 및 해체를 위해 고려한 설계사항을 설명하고, 수치해석을 활용한 안정성 검토를 통해 TBM선굴진 2-Arch터널의 설치효과를 검증하였다.

• 한국터널지하공간학회 논문집
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• 제24권5호
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• pp.375-393
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• 2022

본 논문은 이수식 쉴드TBM의 이수분출 안정성 및 세그먼트라이닝 부력에 대한 안정성 평가법의 제안에 대한 내용을 다루고 있다. 토피가 얇은 하·해저터널 건설을 위해 이수식 쉴드TBM 적용 시 이수분출 안정성 및 세그먼트라이닝 부력 안정성을 평가하여야 하는데 현재 적용되는 이론식은 다소 복잡함에 따라 실무적으로 계산이 불편한 문제점이 있다. 본 연구에서는 이수분출 안정성 및 세그먼트라이닝 부력 안정성 평가방법을 고찰하고 터널 계획단계에서 간편하게 이수분출 안정성과 부력 안정성을 평가하는 간편도표를 제안하였다. 또한, 강도감소법을 활용한 세그먼트라이닝에 작용하는 부력 안전율을 평가하고 이론식에 의한 부력 안전율과 비교·분석을 수행하였다. 본 연구에서 제시된 이수분출 및 부력 안정성 평가를 위한 간편도표는 하·해저터널 계획 및 설계 시 유용하게 활용될 수 있을 것으로 기대된다.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2008년도 춘계학술발표대회 논문집
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• pp.160-165
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• 2008

The concern in energy reduction in the field of architecture which takes up a big weight in domestic energy consumption is gradually increasing. For this reason, a lot of research work on this matter is being carried out. Particularly, it is generally required that currently used system in a structure for energy reduction should be maximized in its efficiency. In addition, research on several energy reduction typed systems is underway. Such a research work should not only include the one in time of the present but also keep up with the trend for future-oriented research. This research paper forecasted and analyzed the trend for global warming and demand of a structure for energy in the future by applying climate scenarios to cooling degree-day and heating degree-day. Also, this research found out the decrease in heating degree-days and increase in cooling degree-days until this moment due to the progress of global warming. In addition, as for heating degree-days in the future forecasted on the basis of HadCM3, it is estimated that the range of decrease could be ever bigger starting 2040 in case of Seoul and also starting 2010 in case of Ulsan ever after respectively. In case of cooling degree-days, it is estimated that its increase range could be bigger abruptly starting 2050, and after 2080, its increase range would be much bigger.