• 한국농촌건축학회논문집
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• 제18권2호
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• pp.11-18
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• 2016

The collapsing accidents of greenhouse frames have been increased yearly due to strong wind and heavy snow, but as it was, there were few studies about the structural safety of greenhouses. Therefore, this study was carried out to develop the stress tolerant structural frame systems in built-up greenhouses. The vertical loading experiment of developed scale models were implemented and the developed types of models were simulated by 3-D analysis program in this study. These types of models, which are existing type and honeycomb type, in arch and standard style frames were classified. As a result of this study, it was verified that the honeycomb type model of arch style frame is better than the existing type model of it in stress resistance against snow load and wind load.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제28권4호
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• pp.315-328
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• 2021

A characterization of frame operators of finite Gabor frames is presented here. Regularity aspects of Gabor frames in 𝑙²(ℤ_N) are discussed by introducing associated semi-frame operators. Gabor type frames in finite dimensional Hilbert spaces are also introduced and discussed.

• 한국지리정보학회지
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• 제23권1호
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• pp.41-50
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• 2020

우리나라의 국토지리정보원에서는 2년 주기로 정사영상 제작과 수치지도 수정/갱신 등을 위해 디지털 항공사진영상을 촬영하고 있다. 이러한 디지털 항공사진영상을 촬영하기 위한 항공사진측량용 카메라는 면형(Frame type) 및 선형(Line type)으로 구분된다. 항공사진영상의 컴퓨터비전 해석은 Frame type만 가능하였다. 이에 본 연구에서는 Line type 항공사진영상을 컴퓨터비전 해석으로 공간정보를 생성하고자 하였으며, 항공사진영상의 활용 방안으로 산림공간정보를 생성하고자 하였다. 그 결과 Line type 항공사진영상의 컴퓨터비전 해석으로 생성된 공간정보는 수평위치 및 수직위치 오차의 RMSE가 GSD의 4배 이내로 나타났다. 컴퓨터비전 해석으로 생성된 공간정보를 이용해 산림공간정보를 생성하였으며, 이를 이용해 수관형상의 추출, 수고의 산정이 가능함을 확인하였다. 본 연구를 통하여 항공사진영상 활용성을 제고할 수 있을 것으로 기대된다.

• 한국자동차공학회논문집
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• 제20권3호
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• pp.133-140
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• 2012

In this study, 3 kinds of models about bike frame are simulated with static structural analysis, And fatigue life, damage and durability according to fatigue load are analyzed. A bike frame model with diamond type is compared with another model on the reinforced support with its type. In case of the reinforced support type, maximum equivalent stress or total deformation is shown with 10% or 20% more than the diamond type respectively. At both types of models, the trends of fatigue life and damage at both types are same. 'SAE bracket history' with the severest change of load becomes most unstable but 'Sample history' becomes most stable among the cases of nonuniform fatigue loads. In case of 'Sample history' with the average stress of 0 to -1MPa and the amplitude stress of 0 to 1MPa, the possibility of maximum damage becomes 3%. This stress state can be shown with 6 times more than the damage possibility of 'SAE Bracket history' or 'SAE transmission'. In case of the reinforced support type, fatigue life becomes shorter and damage probability becomes larger at the right side installed with support than diamond type. The structural result of this study can be effectively utilized with the design on bike frame by investigating prevention and durability against its damage.

• 대한수학회지
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• 제55권4호
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• pp.923-938
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• 2018

In this paper, we handle the Gauss map of a tubular surface which is constructed according to the parallel transport frame of its spine curve. We show that there is no tubular surface having harmonic Gauss map. Moreover, we give a complete classification of this kind of tubular surface having pointwise 1-type Gauss map in Euclidean 4-space ${\mathbb{E}}^4$.

• 한국통신학회논문지
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• 제29권1B호
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• pp.1-7
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• 2004

최근 인터넷 사용자 수의 증가와 게임, 뉴스, 분산컴퓨팅, 화상회의, 실시간 오디오, 비디오 등의 새로운 응용 트래픽의 등장으로 각 응용의 요구 대역폭이 증가하게 되었다. 이러한 요구에 파장 단위의 전송이 제시되었지만 파장의 한계성이 존재하므로 본 논문에서는 파장 단위의 Time slot을 적용한 빠른 스케줄링 알고리즘을 제안하였다. 이 알고리즘은 일반적인 파장 스위칭 기능과 시간분할전송 기능을 포함한 복합 구조의 광 교환기의 형태를 나타낸다. 제안한 OXC(Optical Cross Connect) 구조의 성능 평가는 패킷의 종류에 따른 구분을 위해 LFS(Limit Frame Size)와 VFS(Variable Frame Size)를 정의하였다. 임계값 이내에서는 두개의 프레임 구조가 유사하게 나타나지만 임계값의 초과 시에는 현저한 차이가 있음을 알 수 있었다. 이러한 구조의 광 교환기는 노드가 증가함에 따라 발생하는 프레임들의 충돌을 감소시킴은 물론 망의 확장성을 보장 할 수 있는 장점을 가지고 있다.

• Architectural research
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• 제10권1호
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• pp.33-39
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• 2008

Condensation has mainly occurred in corridor type apartment door which is exposed to the outside air and is made of steel, which has high thermal conductivity. As a result, the total costs of repair have increased with the number of disputes with residents. In this study, therefore, we investigate materials and construction methods used in apartment door, perform a computer simulation to find out possible improvements, and then suggest the dew point to prevent the occurrence of condensation throughout simulation. The results indicate that the temperature that condensation does not occur is $15.4^{\circ}C$, and the optimum method of achieving this dew point is shown to be a door frame system including a large vertical slot to decrease the area of thermal conduction between the outer and inner portions of the door frame. Mock-up tests show that the surface temperature of the door frame was higher than the dew point, and the system can withstand severe cold conditions of $-20^{\circ}C$. In application test, the surface temperature of door frame with vertical slots is $5.9^{\circ}C$in average, which is higher than the existing door frame. Furthermore, in the temperature distribution of the surrounding door measured with infrared ray camera, the existing door shows the high temperature distribution indicating lack of insulation, but the improved door shows the low temperature distribution indicating higher insulation.

• 한국지진공학회논문집
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• 제17권6호
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• pp.293-303
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• 2013

This paper deals with steel braced frame as increasing the lateral strength and ductility in order to seismic retrofit of existing buildings and discusses the designing criteria and calculation method of retrofitted buildings. The addition of steel braced frame can be effective for increasing the lateral strength and ductility of existing buildings. However, There is a problem in utilizing this method. It is the approach to provide an adequate connection between the existing RC frame and the installed steel braced frame, because global strength by failure mode(three type) depends on detail of connection and strength of existing RC frame. So, the designer must be confirmed if it satisfies the required performance or not. Failure mode of type I is the most appropriate for increasing the lateral strength and ductility. Seismic performance evaluation and strength calculation of seismic retrofit are performed by guideline by KISTEC(Korea Infrastructure Safety & Technology)'s "seismic performance evaluation and rehabilitation of existing buildings" and Japan Building Disaster Prevention Association. Buildings are modeled and non-linear pushover analysis are performed using MIDAS program.

• 한국철도학회논문집
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• 제2권2호
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• pp.31-38
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• 1999

Two representative types of the AGT (Automated Guideway Transit) system, which are bogie and steering types, are available for the side-guided system. Each system primarily consists of the bogie frame, suspensions, wheelsets and axles, braking system and transmission system. Among these components, the bogie frame is one of the most significant components subjected to the whole vehicle and passenger loads. This paper describes structural analyses and associated fatigue analyses for each bogie frame depending on the various loading conditions on a basis of the railway vehicle code UIC 515-4. Subsequently, comparisons are made between those two types to estimate which type is more reliable in terms of strength and fatigue. It is observed that the bogie type is a little advantageous over the steering one from the strength analysis. However, the two types are found to be in a reliable range of fatigue even though a realistic fatigue load case is further carried out. In addition, an optimal size of thickness is suggested for designs of the bogie frame.

• 복식
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• 제53권3호
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• pp.63-72
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• 2003

The purposes of this study were to classify the upper half of body somatotype and analyze the characteristics of each somatotype. The subjects of survey were 272 elementary school boys of 11 to 12 years old living in Pusan and Kyungsangnam-do. Datas were collected through 36 anthropometric measurements and 7 photographic measurements. They were analyzed by factor analysis, cluster analysis and analysis of variance. The results of the study were as follows : 1. According to the factor analysis. seven factors were extracted from measurements of the upper half of body and those factors comprised 79.62% of total variance. Specially factor 1 was characterized sectional size and factor 2 was characterized longitudinal size comprised 58.83% of total variance. 2. According to the cluster analysis, the upper half of body somatotype was classified four types : Boys in type 1 had quite high stature and big frame, broadest and most sloping shoulders, flattest chest and belly, quite protruded shoulder blades boys in type 2 had quite short stature and small frame, quite broad and most rising shoulder, most protruded belly, quite protruded shoulder blades boys in type 3 had shortest stature, smallest frame, narrowest and quite rising shoulders, most protruded chest, flattest shoulder blade and quite flat belly : boys in type 4 had highest stature, biggest frame, most protruded shoulder blades and quite protruded chest and belly.