• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2005년도 동계학술발표대회 논문집
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• pp.3-8
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• 2005

Building parts of Multi-Family Houses are consisted of several building material assembly. Therefore, after selecting building materials with test result of emission intensity and their feature, composed building materials are made equally with actual construction methods, and experimented emission intensity. 7 days after experiment, formaldehyde emission intensity appeared low in an order of Tile Wall, Wood Flooring, Wallpaper, Reum Flooring, Silk Wallpaper, and 20 days after experiment, TVOC emission intensity appeared low in an order of Tile Wall, Reum Flooring, Silk Wallpaper, Wood Flooring, Wallpaper. There was a clear difference in TVOC emission intensity according to kind of building materials. Composed building materials that weight per unit area is big and omission intensity is high, they effect continuously to indoor air because decrement is small.

• Structural Engineering and Mechanics
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• 제11권4호
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• pp.357-372
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• 2001

In this paper, cantilevered tall structures are treated as cantilever bars with varying cross-section for the analysis of their free longitudinal (or axial) vibrations. Using appropriate transformations, exact analytical solutions to determine the longitudinal natural frequencies and mode shapes for a one step non-uniform bar are derived by selecting suitable expressions, such as exponential functions, for the distributions of mass and axial stiffness. The frequency equation of a multi-step bar is established using the approach that combines the transfer matrix procedure or the recurrence formula and the closed-form solutions of one step bars, leading to a single frequency equation for any number of steps. The Ritz method is also applied to determine the natural frequencies and mode shapes in the vertical direction for cantilevered tall structures with variably distributed stiffness and mass. The formulae proposed in this paper are simple and convenient for engineering applications. Numerical example shows that the fundamental longitudinal natural frequency and mode shape of a 27-storey building determined by the proposed methods are in good agreement with the corresponding measured data. It is also shown that the selected expressions are suitable for describing the distributions of axial stiffness and mass of typical tall buildings.

• Geomechanics and Engineering
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• 제21권4호
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• pp.371-377
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• 2020

There are currently three common methods for selecting excavation supports in Polish hard coal mines. While many factors are considered when choosing appropriate support, these do not include layering or cracking in the excavation ceiling. Although global classifications of rock mass are rarely used in hard coal mines, they are utilised much more frequently during the construction of underground structures such as tunnels. Mining classifications of rock mass have been developed (e.g., in Germany) and they rely on a number of factors but are often related to local mining and geological conditions. This paper discusses the selected findings of a study carried out on seven excavation sites with diverse mining and geological characteristics. Based on the collected data, two indicators were developed to describe rock mass quality. The first indicator is referred to as the roof lithology index WL and describes the quality of the excavation roof in terms of its layering and lithology. The second indicator is the crack intensity factor n and represents the amount of cracks in an excavation's roof. The correctness of the developed indicators was supported by reliable data from the excavation in which the designed support did not fulfill its task but was changed at a later stage, after calculating the proposed indicators.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제16권10호
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• pp.3299-3312
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• 2022

Recently, South Korea preferentially allocated frequencies to build 5G networks as a core competitiveness of the 4th Industrial Revolution. Although the government recognize the importance of 5G construction and preoccupation, network operators have limited to some services, testing the possibility of practical use of 5G. They hesitated to actively build and to carry out the service of a complete 5G network. While 5G is being developed and standardized like this, no one is sure of this step exactly what 5G will be. Thus, following research questions are asked by various stakeholders of 5G market: What is an ideal service providing method for the practical use of 5th generation mobile network? And what are the critical elements to be considered when selecting the service providing method? Therefore, the study aims to investigate 5G service providing issues and elements to be considered and to provide most appropriate service providing method for the practical use of 5G. The results identify that 'Specialized Service' is most appropriate method at the aspects of benefit and opportunity as well as the aspect of risk. In addition, the outcomes imply that the experts replying to the survey not only expect the expansion of emerging market, but also concern the social risk and cost. Since the study dealt with economic, social and business issues in providing 5G service, it might contribute not only to practical research, but also to academic research regarding 5G service method.

• 한국컴퓨터정보학회논문지
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• 제28권3호
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• pp.17-24
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• 2023

데이터 과학과 관련한 과제를 제시하고 참가자가 이를 해결하는 캐글(Kaggle)의 대표적인 대회인 'Tatanic - Machine Learning from Disaster' 문제를 기반으로 데이터 전처리 방식과 모델 구축이 예측 정확도와 점수에 어떤 영향을 미치는지 확인하고자 한다. 중복된 모델을 사용하였거나 앙상블 기법을 사용한 경우를 제외하고 높은 점수를 획득하여 상위 순위에 위치한 7건의 해결 방식을 선정하여 특징들을 비교 분석한다. 전처리를 진행하는 데 있어 대부분 고유하고 차별적인 특징을 가진 것을 확인하였으며, 거의 동일할 정도의 전처리 과정을 거쳤으나 모델의 종류에 따라 점수 차이가 존재하기도 하였다. 본 논문의 비교 분석 연구는 상위 점수 참가자의 전처리 방식의 특징과 분석 흐름을 이해함으로써 캐글 대회 참가자들과 데이터 과학 입문자들에게 많은 도움이 될 것으로 생각한다.

• 한국건설관리학회논문집
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• 제16권6호
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• pp.12-21
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• 2015

1970년대 중반 이후 건립된 노후 공동주택 단지들에 대한 재정비 사업의 일환으로 재개발과 리모델링이 도입되었고 각 사업의 활성화를 위한 정부의 정책도 지속적으로 변화해왔다. 하지만 정책의 빈번한 변화는 사업 방식을 선택하는데 있어서 사업 주체간의 갈등과 대립을 야기 시켰고 이러한 사업 초기 단계부터의 갈등은 사업의 전체적인 진행에 차질을 주었다. 따라서 이러한 갈등을 해결하기 위하여 재건축과 리모델링의 장단점을 고려한 합리적인 사업 선택 모델 구축이 필요하게 되었다. 이에 본 연구에서는 재건축과 리모델링의 사업을 선택함에 있어서 어떠한 요소들이 얼마나 영향을 미치는지에 대하여 알아보기 위하여 두 사업에 대한 비교 분석을 통해 사업 선택 요소를 도출하였고 전문가들을 통한 적정성 검증으로 4개 분야 26항목의 선택요소들을 최종 선별하였다. 이후 AHP 기법을 이용하여 각 선택 요소가 재건축과 리모델링 사업선택에 미치는 상대적 중요도 및 영향값을 분석하여 우선순위를 도출하였다. 이처럼 재건축과 리모델링의 사업선택 요소에 대한 영향력 분석을 통해 얻은 결론을 바탕으로 여러 사례검증을 통한 연구를 지속적으로 진행하여 소유자들간의 갈등을 해결하고 사업을 합리적인 방향으로 선택 할 수 있기를 기대한다.

• Geomechanics and Engineering
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• 제19권6호
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• pp.485-498
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• 2019

Pre-tensioned rock bolts can be classified into fully anchored, lengthening anchored and point anchored bolts based on the bond length of the resin or cement mortar inside the borehole. Bolts in varying anchoring methods may significantly affect the supporting effect of surrounding rock around a tunnel. However, thus far, the theoretical basis of selecting a proper anchoring method has not been thoroughly investigated. Based on this problem, 16 schemes were designed while incorporating the effects of anchoring length, pretension, bolt length, and spacing, and a systematic numerical experiment was performed in this paper. The distribution characteristics of the stress field in the surrounding rock, which corresponded to various anchoring scenarios, were obtained. Furthermore, an analytical approach for computing the active and passive strengthening index of the anchored surrounding rock is presented. A new fully anchoring method with pretension and matching technology are also provided. Then, an isolated loading model of the anchored surrounding rock was constructed. The physical simulation test for the bearing capacity of the model was performed with three schemes. Finally, the strengthening mechanism of varying anchoring methods was validated. The research findings in this paper may provide theoretical guidelines for the design and construction of bolting support in tunnels.

• 한국터널지하공간학회 논문집
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• 제16권4호
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• pp.347-360
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• 2014

최근 기후변화로 인한 도시침수와 합류식 하수관거 월류수 (combined sewer overflow)로부터 처리되지 않은 하수의 하천유입, 그리고 그에 따른 하천의 오염의 방지를 위해 지하방수로/저류조 겸용의 대형 하수터널의 건설이 증가하고 있다. 이러한 대형 하수터널의 경우 대부분 콘크리트 라이닝을 적용하고 있지만 하수관거 내에서 발생되는 황화수소($H_2S$)로 인하여 콘크리트가 부식될 수 있으므로 이에 대한 적절한 보호공이 필요하다. 본 논문에서는 최소 100년의 수명을 고려하여 설계된 대형 하수터널의 콘크리트라이닝 부식을 방지하기 위해 여러 공법들을 소개하고 각 공법의 일반적인 장단점과 설계 사례를 설명하였다. 하지만 대형 하수터널 라이닝의 부식방지 공법들의 적용 실적이 부족하여 부식방지 공법을 적용한 터널설계 대안에 대한 객관적인 평가가 쉽지 않다. 따라서 본 논문은 설계 사례연구를 통해 콘크리트 라이닝 부식방지 공법선정 프로세스를 소개하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 추계 학술논문 발표대회
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• pp.109-113
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• 2007

This paper introduces a system, Simulation based Stochastic Markup Estimation System (S2ME), for estimating optimum markup for a project. The system was designed and implemented to better represent the real world system involved in construction bidding. The findings obtained from the analysis of existing assumptions used in the previous quantitative markup estimation methods were incorporated to improve the accuracy and predictability of the S2ME. The existing methods has four categories of assumption as follows; (1) The number of competitors and who is the competitors are known, (2) A typical competitor, who is fictitious, is assumed for easy computation, (3) the ratio of bid price against cost estimate (B/C) is assumed to follow normal distribution, (4) The deterministic output obtained from the probabilistic equation of existing models is assumed to be acceptable. However, these assumptions compromise the accuracy of prediction. In practice, the bidding patterns of the bidders are randomized in competitive bidding. To complement the lack of accuracy contributed by these assumptions, bidding project was randomly selected from the pool of bidding database in the simulation experiment. The probability to win the bid in the competitive bidding was computed using the profile of the competitors appeared in the selected bidding project record. The expected profit and probability to win the bid was calculated by selecting a bidding record randomly in an iteration of the simulation experiment under the assumption that the bidding pattern retained in historical bidding DB manifest revival. The existing computation, which is handled by means of deterministic procedure, were converted into stochastic model using simulation modeling and analysis technique as follows; (1) estimating the probability distribution functions of competitors' B/C which were obtained from historical bidding DB, (2) analyzing the sensitivity against the increment of markup using normal distribution and actual probability distribution estimated by distribution fitting, (3) estimating the maximum expected profit and optimum markup range. In the case study, the best fitted probability distribution function was estimated using the historical bidding DB retaining the competitors' bidding behavior so that the reliability was improved by estimating the output obtained from simulation experiment.

• 한국구조물진단유지관리공학회 논문집
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• 제20권1호
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• pp.118-125
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• 2016

현재 대형 빌딩이나 공동주택에 건설되는 지하구조물은 건조수축, 시공이음, 폼타이부 등에서 콘크리트 균열로 인한 누수가 많이 발생되고 있다. 누수가 발생하게 되면 구조물의 지하공간은 결로, 곰팡이 등이 발생되어 지하 환경을 악화시키고 구조물의 콘크리트로 흡수되면 철근의 부식 등을 유발하여 구조물의 안전을 위협한다. 이는 지하구조물의 사용과정에서 장기적인 쾌적성과 구조물에 안전성이 고려되지 않은 설계와 시공의 결과이며 누수 하자에 대하여 유도배수처리로 대응하기 때문에 근본적인 누수보수가 이루어지지 않아 지하구조물은 항시 누수를 허용하고 있는 실정이다. 따라서 본 연구에서는 지하에 적용되는 방수공법을 내방수와 외방수로 분류하고 이를 바탕으로 지하구조물과 유사한 간이시험체를 제작하였으며, 결로가 많이 발생되는 동절기의 온도조건을 기준으로 지하환경의 방수공법별 습도변화량을 분석할 것이다.