• 헤리티지:역사와 과학
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• 제33권
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• pp.210-255
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• 2000

This study aims to classify the framework and arrangement of interior columns (Naeju) which are used in single-story Buddhist halls into several types, and to develop a theory on the process of changes among those types. Since interior columns are building materials which hold up the roof structure and make partitions in the interior space of halls, their framework and arrangement is closely linked to the development of building technology and is expected to reflect new architectural needs. The kinds of interior columns classified by the shape of framework are goju, chaduju, oepyonju, naepyonju. The arrangement of interior columns can he classified by two methods: One which counts the number of the interior column arrangements in a hall, and the other whose classification relates with the side wall columns - Jeongchibup and yijubup. With the combination of these classifications, we can divide the framework and arrangement of interior columns into 8 types From the remains of Korean and Chinese Architecture, we can presume that before the late-Goryo period, jeongchibup had always been applied in the construction of Buddhist halls, and gamju(column reducing) had only been used in examples of small scale. After the founding of Choseon Kingdom, however, national policy had weakened the economic power of Buddhist temples. Because of that, large-scale outdoor Buddhist mass was replaced by small-scale indoor mass, and for this reason, though the scale of Buddhist halls became smaller, the need for a broad interior space became stronger. Thus in early-Choseon period, reduction of interior columns became widely spread. Those types of framework and arrangement of interior columns where yijubup was applied were developed because the rear interior columns arrangements, in order to expand the interior space, have moved backward. Among these types, yiju-goju and yiju-chaduju were developed for the Buddhist halls with paljak roof(hipped-gabled roof), where the load of their side eaves caused structural problems at the side walls. And oepyonju type was for the small-scale and middle-scale Buddhist halls which needed more interior space but didn't want the extension of roof structure. From the local and periodic distribution of each types, we can conclude that the types jeongchi-goju, jeongchi-chaduju and yiju-chaduju have been settled as typical technique of local carpenters. Oepyonju was developed later than the other types, but for its merit of low cost, it became a popular type across the nation.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2006년도 추계 종합학술대회 논문집
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• pp.584-588
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• 2006

최근 컨퍼런스는 지속적으로 늘어가고 이에 따른 홍보 및 관리비용도 증가하고 있다. 따라서 소규모 학회에서 컨퍼런스 등록이나 홍보 등의 서비스를 제공하기 위한 비용과 관리적인 부담이 크다. 따라서 본 논문에서는 소규모 학술대회 및 컨퍼런스에서 홍보 및 등록 비용을 최소화하기 위해 인터넷 상에서 컨퍼런스에 등록하고 홍보하는 웹 기반의 도구를 설계하고 구현한다. 즉, 다양한 학회 정보를 수용할 수 있도록 데이터베이스를 구축하고 운영관리자가 쉽게 컨퍼런스 정보를 관리할 수 있는 툴과 자동 생성되는 홈페이지를 설계 및 구현한다. 이러한 도구는 컨퍼런스를 개최하고자 하는 학회에서 컨퍼런스 등록 및 홍보 서비스 시스템에 컨퍼런스에 대한 기본적인 정보를 입력하면 그에 해당하는 웹사이트가 생성되고 논문 투고 및 사전 등록, 홍보 메일 발송 서비스를 제공한다.

• Wind and Structures
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• 제5권2_3_4호
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• pp.337-346
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• 2002

Wind tunnel pressure measurements and numerical simulations based on the Reynolds Stress Model (RSM) are compared with full and model scale data in the flow area of impingement, separation and wake for $60^{\circ}$ and $90^{\circ}$ wind azimuth angles. The phase averaged fluctuating pressures simulated by the RSM model are combined with modelling of the small scale, random pressure field to produce the total, instantaneous pressures. Time averaged, rsm and peak pressure coefficients are consequently calculated. This numerical approach predicts slightly better the pressure field on the roof of the TTU (Texas Tech University) building when compared to the wind tunnel experimental results. However, it shows a deviation from both experimental data sets in the impingement and wake regions. The limitations of the RSM model in resolving the intermittent flow field associated with the corner vortex formation are discussed. Also, correlations between the largest roof suctions and the corner vortex "switching phenomena" are observed. It is inferred that the intermittency and short duration of this vortex switching might be related to both the wind tunnel and numerical simulation under-prediction of the peak roof suctions for oblique wind directions.

• 한국측량학회지
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• 제29권1호
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• pp.21-28
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• 2011

기존의 수치지도 1.0에서는 가장 대축척인 1/1,000수치지도를 이용하여 1/5,000과 그 이하 소축척 수치지도를 제작하는 것이 불가능하였다. 이러한 이유로 1/1,000과 1/5,000 이하의 수치지도는 각각 다른 축척의 항공사진으로부터 제작되었다. 차세대의 수치지도는 가장 대축척인 수치지도를 기반으로 점차 소축적의 수치지도가 연속으로 연관되어져야 하며, 이것은 데이터의 공유와 일괄갱신 측면에서 매우 중요한 일이다. 수치지도 2.0이 개발된 이래 다축척 연속수치지도제작에 관한 가능성이 제기되면서 이에 대한 연구가 다시 시작되었다. 다축척 연속수치지도에서 가장 기본이 되는 것은 축척간에 연계되는 일반화 기준을 결정하는 것이며, 본 연구에서는 1/1,000 수치지도를 이용하여 1/5,000수치지도를 제작할 수 있는 일반화 기준을 정립하였다. 또한, 정립된 기준을 이용하여 자동일반화를 수행함으로서 일괄갱신에서의 활용 가능성을 모색하였다.

• 한국지반공학회논문집
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• 제38권9호
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• pp.53-67
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• 2022

마이크로파일은 소구경 현장타설말뚝으로, 시공방법이 간단하고 공사비용이 상대적으로 저렴하여 건축물을 비롯한 각종 구조물의 보수보강 및 증축 시 기초보강 등에 활용되고 있다. 시공이 용이하고 간단한 메커니즘의 구조체를 선단에 장착하여 지지력을 증대시키는 선단 확장형 마이크로파일이 개발되었으며, 이에 대한 수치해석, 내구성시험, 원심모형시험 등의 연구가 수행되어 왔다. 본 연구에서는, 기존에 수행된 수치모델링을 고도화하여 연직하중 재하에 의해 연결강봉 근입 시 고정 지압구가 활착되는 거동 메커니즘을 확인하고, 원심모형실험과 동일한 조건에서의 수치해석을 수행하여 그 결과를 비교하였다. 또한, Lab-scale 수치해석 결과를 바탕으로 고정 지압구의 형상 개선안을 도출하고, Field-scale 수치해석을 통해 일반 마이크로파일 대비 지지력 증대효과를 비교·검증하였다.

• 국제학술발표논문집
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• The 8th International Conference on Construction Engineering and Project Management
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• pp.75-84
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• 2020

Modular construction is a construction method whereby prefabricated volumetric units are produced in a factory and are installed on site to form a building block. The construction productivity can be substantially improved by the manufacturing and assembly of standardized modular units. 3D printing is a computer-controlled fabrication method first adopted in the manufacturing industry and was utilized for the automated construction of small-scale houses in recent years. Implementing 3D printing in the fabrication of modular units brings huge benefits to modular construction, including increased customization, lower material waste, and reduced labor work. Such implementation also benefits the large-scale and wider adoption of 3D printing in engineering practice. However, a critical issue for 3D printed modules is the loading capacity, particularly in response to horizontal forces like wind load, which requires a deeper understanding of the building structure behavior and the design of load-bearing modules. Therefore, this paper presents the state-of-the-art literature concerning recent achievement in 3D printing for buildings, followed by discussion on the opportunities and challenges for examining 3D printing in modular construction. Promising 3D printing techniques are critically reviewed and discussed with regard to their advantages and limitations in construction. The appropriate structural form needs to be determined at the design stage, taking into consideration the overall building structural behavior, site environmental conditions (e.g., wind), and load-carrying capacity of the 3D printed modules. Detailed finite element modelling of the entire modular buildings needs to be conducted to verify the structural performance, considering the code-stipulated lateral drift, strength criteria, and other design requirements. Moreover, integration of building information modelling (BIM) method is beneficial for generating the material and geometric details of the 3D printed modules, which can then be utilized for the fabrication.

• 기술사
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• 제15권3호
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• pp.49-60
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• 1982

In Korea small-medium companies constitute 96.7% of all of the mining and manufacturing industries, about 34.2% of the total production of value added business, an average of 34.8% of #he actual export of industrial goods, and 49.4% of employment at the end of 1980. Now then small-medium industry companies organization style constitutes 82.1% of private companies and 82.7% of the total on an small scale under 49 persons in regular empolyees. Small-medium industry Companies have growing problems and bottle-necks in their physical conditions. Total Quality Control is contributed by small-medium industry company for more growth than present conditions. But now, Small-medium industry company do not use systematic application of Quality Control Method, the small-medium business company products quality is not better as compared with big business company. Specially, TQC is needed for Small-medium company for imperishable enlargement . In order to promote good will and the major stress of this paper is first of all on the problems of Quality Control, which covers the present states and derived problems of Quality Control, ill Korea Small-medium industry Companies. These are investigated and analyzed to insure the rational application of Quality Control to the Small-medium companies with a view of the establishment of the direction and systematic improving means of Quality Control application Model building for Korea Small-medium industry.

• 유통과학연구
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• 제12권11호
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• pp.55-65
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• 2014

Purpose - This study aims to investigate the process of political changes in Japan, which has introduced regulatory policies for large-scale retail stores since the 1930s, as well as the examples, and suggests improvement schemes for our policies in Korea, which imposes restrictions on business hours and forced holidays in accordance with the current Distribution Industry Development Act. Research design, data, and methodology - After examining the political change processes related to large-scale retail stores in japan, this study analyzes individually regulated cases based on the ordinances enacted by each local government. Through case analysis in Japan, this study makes political suggestions that may be helpful for our country substantially. Results - Since there is an obvious possibility that our economic restrictions on business hours and mandatory holidays do not coincide with WTO GATS, it is necessary for large-scale distributors to introduce new social and environmental regulations similar to Japan, rather than imposing controls to restrict free competition and also introduce a policy to induce cooperation with small businesses for the advancement of the distribution industry. Thus, it is desirable to take measures on noise, waste, traffic, and parking for the preservation of the living environment in the surroundings when building new large-scale retail stores. It is also important to establish measures to improve the welfare of neighborhood residents and consumers, create a pleasant urban environment, and make it mandatory to make presentations at public hearings among residents. Furthermore, it should be mandatory to establish regional contribution plans when a retail store is established, and take measures to solve various civil complaints or problems that may occur after entering the market. Moreover, it is desirable for large-scale retail stores that entered the market to induce cooperation in performing various activities in the area with a strong sense that they are all members of the local economy. Conclusions - If introducing social regulations like in Japan, there is probably an advantage that the conflicts seen when large-scale retail stores enter the market are absorbed by adjusting the persons concerned within the established institution in order to establish a field to solve such conflicts systematically. In contrast, there are still concerns regarding chaotic operation without any active attempts to have a conversation with large-scale retail stores and local small merchants due to a sharp conflict among the persons concerned, and if it is a briefing session without any decision of the restrictions on their opening itself, there may be doubts with regard to their effectiveness. Moreover, if the de facto opening is restricted by the introduction of such a briefing session procedure, the choice of whether to protect the existing rights of large-scale retail stores might become problematic. However, such problems could be minimized in a way by forming a separate consultative group for all persons concerned including residents, local governments, professionals, civic organizations, small merchants, and massive retail store-related persons.

• Smart Structures and Systems
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• 제15권3호
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• pp.863-879
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• 2015

This paper experimentally investigates the effectiveness and applicability of the time delay control (TDC) algorithm, which is simple and robust to unknown system dynamics and disturbance, for an active mass damper (AMD) system to mitigate the excessive vibration of a building structure. To this end, the theoretical background including the mathematical formulation of the control system is first described; and then, a thorough experimental study using a shaking table system with a small-scale three-story building structural model is conducted. In the experimental tests, the performance of the proposed control system is examined by comparing its structural responses with those of the uncontrolled system in the free vibration and forced vibration cases. It is clearly verified from the test results that the TDC algorithm embedded AMD system can effectively reduce the structural response of the building structure.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2011년도 추계학술대회 초록집
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• pp.39.2-39.2
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• 2011

The new and renewable energy today has a great interest in all countries around the world. In special it has need more limit of the fossil fuel that needs of low carbon emission among the social necessary conditions. Recently, the high-rise building demand the structural safety, the economic feasibility and the functional design. The high-rise building spends enormous energy and it satisfied the design in solving energy requirements. The requirements of energy for the building depends on the partly form wind energy due to the cladding of the building that came from the surroundings of the high-rise building. In this study of the wind energy, the cladding of the building was assessed a tentative study. The wind energy obtains from several small wind powers that came from the building or the surrounding of the building. In making a cladding the wind energy forms with wind pressure by means of energy transformation methods. The assessment for the building cladding was surrounded of wind speed and wind pressure that was carried out as a result of numerical simulation of wind environment and wind pressure which is coefficient around the high-rise building with the computational fluid dynamics. In case of the obtained wind energy from the pressure of the building cladding was estimated by the simulation of CFD of the building. The wind energy at this case was calculated by energy transform methods: the wind pressure coefficients were obtained from the simulated model for wind environment using CFD as follow. The concept for the factor of $E_f$ was suggested in this study. $$C_p=\frac{P_{surface}}{0.5{\rho}V^{2ref}}$$ $$E_c=C_p{\cdot}E_f$$ Where $C_p$ is wind pressure coefficient from CFD, $E_f$ means energy transformation parameter from the principle of the conservation of energy and $E_c$ means energy from the building cladding. The other wind energy that is $E_p$ was assessed by wind power on the building or building surroundings. In this case the small wind power system was carried out for wind energy on the place with the building and it was simulated by computational fluid dynamics. Therefore the total wind energy in the building was calculated as the follows. $$E=E_c+E_p$$ The energy transformation, which is $E_f$ will need more research and estimation for various wind situation of the building. It is necessary for the assessment to make a comparative study about the wind tunnel test or full scale test.