• Earthquakes and Structures
• /
• 제20권4호
• /
• pp.405-415
• /
• 2021

Following the dynamic property analysis and elaboration, linear response spectrum analysis (RSA) and response history analysis (RHA) were conducted on a representative hyperbolic cooling towers (HCT) in present study. The seismic responses in tower shell were illustrated in detail, including the internal force amplitude, modal contribution, influence from damping ratio, comparison of results got from RSA and RHA and especially the latitude distributions of internal forces. The results show that the eigenmodes could be classified in a new method into four types according to their mode shapes and only the lateral bending modes and vertical stretching modes are meaningful for horizontal and vertical earthquake correspondingly. The bending modes and seismic deformation display the same feature which is global lateral bending accompanied by minute circular flow displacement of section. This feature also decides the latitude distributions of internal forces as sine or cosine. Moreover, the following method is also proposed for approximate estimation of internal force amplitudes without time-consuming response history analysis: getting the response spectrums of the selected ground accelerations and then comparing values of response spectrums at the natural period of first lateral bending mode because it is always prime dominant for horizontal seismic responses.

• 한국의류학회지
• /
• 제45권6호
• /
• pp.965-977
• /
• 2021

The study aimed to analyze the functional differences in 3D virtual garment programs and compare body scan data with the corresponding 3D virtual models. We selected 3D virtual garment programs, formed virtual models in a representative size for high-school male cyclists, and analyzed them using the Design-X program. The results were as follows. In the 3D virtual garment programs, the anthropometric items for virtual model forming differed significantly from the standard anthropometric items suggested by Size Korea. Comparing the lower body scan data and virtual models formed by the 3D virtual garment programs, the biggest difference was in the shapes of the waist and hips, i.e., the flatness values of the waist and hips were different for each program in the cross-section view. In the lower body, a data-input-based program was needed for changing the exact measurement position of the waist circumference and hips' shape in detail. If a 3D virtual garment program provides functions for the virtual model's joint angle input and free motion transformation, it is expected to be widely used in the sportswear industry.

• 한국항공운항학회지
• /
• 제31권4호
• /
• pp.126-132
• /
• 2023

During the COVID-19 pandemic, there have been many changes in the aviation industry as a whole. Passenger traffic has decreased, but on the contrary, the international transport demand for cargo planes has never been higher. Due to their geopolitical location when flying to major cities around the world, Korea's international pilots are bound to have relatively more jet lag-causing routes than their American or European-based pilots. Through this study, we tried to analyze the degree of fatigue and fatigue weighting factors according to operating conditions for domestic pilots. As a result of the study, the following conclusions were drawn. Despite the variety of models, routes, and fatigue between individuals, it was found that the 3 Pilot operation route was concentrated as a representative fatigue route. Most of the individual fatigue improvement request sections showed higher fatigue as the night flight section was longer among the 3Pilot routes for more than 12 hours, and 43 out of 90 participants (Korean Air pilots) focused on 3Pilot (two captains and one pilot) as fatigue-intensive operating conditions. Therefore, it proposes an improvement in the system of applying 12-hour unification standards according to Korea's geopolitical international operating conditions and time difference standards.

• 대순사상논총
• /
• 제34집
• /
• pp.1-26
• /
• 2020

九天應元雷聲普化天尊在臺灣道教中, 被奉為雷部至上之神 ; 在韓國大巡真理會中, 卻是其宗教信仰的至上神。而九天應元雷聲普化天尊也因為在兩個宗教中具有相同名稱, 不禁讓人想知道, 在不同宗教卻出現相同名稱的神祇, 兩者之間是否指的是同一位神?亦或是兩者之間是否具有一定的關聯性?九天應元雷聲普化天尊在兩個宗教中, 所負含的意義為何?諸如此類的相關問題, 有必要先進行基礎性的釐清。而宗教經典即是釐清基礎性問題的基石。宗教經典對於具有該宗教情愫的人而言, 通常具有一定的神聖性, 權威性與教化性, 這些宗教經典的特性, 經常可由經典中人物的話語或經文字句中看出端倪, 因此, 本文亦試圖從兩宗教的經典中開始著手研究。本文從韓國大巡真理會與道教正一派的兩部關於「九天應元雷聲普化天尊」之經典 《典經》 與 《玉樞寶經》 著手, 探究兩部經典中, 解析 關於九天應元雷聲普化天尊, 在兩部經典中的神聖形象, 權威形象與教化形象, 並對九天應元雷聲普化天尊在兩部經典中的形象進行比較, 試圖探究兩者異同性。本文基於釐清「九天應元雷聲普化天尊在兩宗教中的異同」的終極目標下, 於本文中先進行第一步的經典分析探究。本文內容大致分為四大部分, 第一部分為, 探究兩部經典的內涵, 包含經典的由來, 內涵與價值。第二部分為, 兩部經典中九天應元雷聲普化天尊之三種經典形象, 包含神聖形象, 權為形象與教化形象。第三部分為, 兩部經典中九天應元雷聲普化天尊之三種經典形象比較。最後, 以兩教間的發展演化, 歷史關係, 為兩部經典中的九天應元雷聲普化天尊之存在價值做些許論述。

• 대한토목학회논문집
• /
• 제12권2호
• /
• pp.77-85
• /
• 1992

아스팔트 콘크리트 포장체는 기후변화에 따라 각 층의 물성이 변화하는 특성을 갖고 있다. 따라서 아스팔트 콘크리트 포장체의 설계 및 해석에 있어서는 물성변화 특성을 고려한 대표적 기후조건에서 포장재료의 물성치를 적용하여, 포장체의 설계 또는 구조해석을 실시하여야 할 것이다. 본 연구에서는 아스팔트 콘크리트 포장체의 설계 및 해석과 관련하여 우리나라에 적합한 대표적 기후조건인 설계온도를 추정하기 위하여, damage effect 분석에 의한 설계온도 추정 알고리즘을 제안하고 이를 전산화하였다. 분석대상 지역은 서울, 대전, 부산 3지역으로 하고 각 지역의 기후특성자료와 정부, 호남, 남해고속도로의 6개 포장단면에 본 연구 제안의 알고리즘 해석과정을 적용하여 국내조건의 설계온도를 추정하였으며, 추정한 설계온도 조건에 적합한 아스팔트 콘크리트 포장체의 파괴기준식을 제안하였다. 연구결과 우리나라의 설계온도는 $17^{\circ}C$가 적합함이 밝혀졌다. 설계온도 $17^{\circ}C$는 아스팔트 콘크리트 표층온도 $23.6^{\circ}C$에 해당되기 때문에 현재 국내에서 사용되는 재료 온도 $20^{\circ}C$에서의 아스팔트 콘크리트 표층 재료의 물성치(AASHTO의 경우)는 과대 평가되고 있음을 알 수 있었다. 또한, 본 연구에서의 설계온도 추정치, $17^{\circ}C$는 SHELL Design Chart에 의한 결과와 유사함을 알 수 있었다.

• 한국정보통신학회논문지
• /
• 제24권7호
• /
• pp.949-955
• /
• 2020

본 연구에서는 특허 정보학의 관점에서 한국, 중국, 일본의 사물인터넷 관련 특허의 사회연결망분석(Social Network Analysis)을 실시하고, 그 결과를 시각화하였다. 이를 위해 2019년 12월까지 PCT 국제출원된 특허 2,526건을 대상으로 IPC 코드의 서브클래스 수준까지 조사하였다. 주요 분석 결과로는 한국의 대표 IPC 코드는 G06Q(데이터 처리 시스템 또는 방법), H04L(디지털 정보의 전송), G06F(플랫폼), H04W(무선통신 네트워크) 순이고, IPC 코드간 상호 연결 빈도수가 가장 많은 것은 H04L→H04W(80회), H04W→H04L(40회), H04W→H04B(22회) 순이다. 중국의 대표 IPC 코드는 H04L, H04W, G05B, G06Q 순이다. 한국은 G06Q 중심의 기술융복합이 강한 반면, 중국은 H04L과 H04W 중심의 기술융복합이 강하다. 특히 중국의 경우 H04L과 H04W은 섹션 A, 섹션 B, 섹션 G, 섹션 H에서 한국보다 더 다양한 기술 결합이 존재하고 있다. 향후 중국을 중심으로 H04L과 H04W의 기술융복합의 다양성에 대해 집중 연구할 필요가 있다.

• 문화기술의 융합
• /
• 제8권1호
• /
• pp.507-512
• /
• 2022

연구 대상은 교량 접속도로 절취비탈면으로서 파괴 위험 가능성이 큰 중생대 경상누층군 퇴적암 비탈면이다. 비탈면의 구성 암석은 사암, 미사암 및 암맥이며, 불연속면은 층리와 전단절리, 인장절리 및 암맥 접촉면이 발달한다. 구간별로 파괴의 유형과 규모는 암석의 종류와 불연속면의 배향에 따라 다양하나 평면파괴가 우세하고, 파괴암체의 크기는 대부분 1m³ 이하이다. face-mapping 자료, SMR, 암석의 물성·역학시험, 구간별 지질횡단면도 분석 및 한계평형해석으로 종합·검토한 결과, 대표적 단면 모두 건기 시와 우기 시의 허용안전율에 크게 미달하여 대책공법이 필요 하였다. 따라서 경제성, 효율성, 현장 특성, 등을 고려하여 비탈면 내 구간과 위치에 따라 대책공법 안을 제안하였고 대책공법을 적용한 후 비탈면의 건기 및 우기 시의 안전율은 모두 허용안전율을 상회 하였다. 특히, 법면 face-mapping 자료와 법면에 수직인 여러 대표 구간의 지질횡단면도, 그를 기본도면으로 사용한 한계평형해석 및 대책공법 제시는 비탈면의 객관적인 해석 및 안정성 검토의 합리적인 도구가 될 것으로 예상한다.

• 한국농공학회지
• /
• 제10권1호
• /
• pp.1394-1408
• /
• 1968

The tidal discharge is defined as the quantity of water flowing through a certain cross-section per unit of time, in contrast to river discharges, tidal discharges change periodically in magnitude and direction. Thus the total volumes of water flowing into again out of the system-called flood volume and ebb volume, respectively, depend on both the tidal and the river discharges. To ditermine the tidal discharge and the flood and ebb volumes of the Yong-san river, the discharges were measured at spring, mean and neap tide and simultaneous gage reading were taken at Samhak-do, Lower Myo-do, Myongsan-ni and Naju. The general procedure for measuring the tidal discharges was as follows. First, several cross-sections were measured and one of them was chosen. First, several cross-sections were measured and one of them was chosen. Then verticals were serected in the chosen cross section. Because comparatively few verticals should be representative of the discharge distribution over the river profile, the selection was done in accordance with the somtimes irregular bottom profile. The velocities were measured with the same current meters. The observations which included water level readings were continued for a period of about 13 hours. The current direction meter, a pyramid shaped resistance body, suspend in the water on a thin wire. The bubble in a circular tilting level fixed to the wire indicates the direction of the current. Reading were taken at intervals of 1m for depths of 10m or less, and for depths over 10m at intervals of 2m, going downwards and upwards. The averages of the two velocities were used for the computation of the discharges. The discharges and the flood and ebb volumes were ditermined by a graphical method. The mean velocities, corrected for their direction when necesary, were ditermined for each time interval and each vertical, and these velocities were plotted against the time. The resulting curves show possible mistakes very clearly, and the effect of observation errors could be reduced. The corrected velocities read from the curve at half-hour intervals were multiplied by the depth at the virtical at the corresponding time. The discharges thus found were ploted against the position of the vertical in the transit and joined by a smooth curve, integration of the curve rendered the total discharges as they occurred of half-hour intervals. Plotting these total discharges against the time yeilded during the day. The flood and ebb volumes were obtained by integration of the total discharge curve.

• 한국강구조학회 논문집
• /
• 제30권2호
• /
• pp.115-126
• /
• 2018

고강도 강재의 높은 항복비와 같은 특이한 물성에 대한 우려 등의 이유로 국내외 대표적인 강구조 설계기준에서는 강관구조에 고강도 강재를 적용하는 것을 금지하거나 제한하고 있다. 대부분의 설계기준에서는 강관의 항복강도가 355 또는 360MPa을 초과하는 경우 제시된 설계강도식을 사용할 수 없거나 강도저감계수를 통해 설계강도를 낮추어야 한다. 반면 이러한 제한사항에 대한 역학적 근거는 명료하지 않다. 또한 최근 저자들에 의해 수행된 X형 원형강관접합부에 대한 실험연구는 고강도강에 대한 규제가 과도하게 보수적일 수도 있다는 점을 지적한 바 있다. 본 연구에서는 고강도강 X형 원형강관접합부의 지관 압축 하에서의 거동을 더 자세히 분석하기 위해 실험에 이은 수치해석 변수연구를 수행하였다. 일반 강재부터 매우 항복강도가 높은 고강도 강재까지 넓은 범위의 강종을 고려하였다. 본 수치해석 연구에서도 현행의 고강도강 페널티가 매우 보수적이며 완화될 여지가 있음을 확인할 수 있었다. 또한 주관 축응력 하에서의 고강도강 접합부의 거동을 분석한 결과 현행 기준식이 고강도강 접합부의 주관 축응력에 의한 강도 감소 효과를 보수적으로 예측함을 확인하였다. 일반적으로 주관 축응력이 작용할 때 고강도강 접합부는 일반강 접합부에 비해 접합부 강도를 더 잘 유지하였다. 더불어 현행 기준식의 형태가 실제 접합부 거동을 정확히 표현하는 데에 한계가 있으며 개선될 여지가 있음을 지적하였다.

• 농업과학연구
• /
• 제38권3호
• /
• pp.505-512
• /
• 2011

Structural characteristics for standard models of single-span plastic greenhouse in Korea and high tunnels in North America were analyzed, and comparative analysis for greenhouse environments measuring in Korean farmhouse and Rutgers high tunnel was carried out to find structural and environmental improvements of single-span plastic greenhouses that occupy most of Korean greenhouse. Widths of high tunnels are similar to single-span plastic greenhouses but their heights are high comparatively and their side heights are fairly higher than single-span plastic greenhouses specially. Rafters, which are main frames, section sizes of high tunnels are bigger and their intervals are wider than single-span plastic greenhouses. Relative bending resistances compared with representative Korean greenhouse were analyzed by 0.92 to 1.42 in single-span plastic greenhouses, and 1.38 to 2.96 in high tunnels. Frame ratios of single-span plastic greenhouses were 6.8 to 8.6%, and those of high tunnels were 5.5 to 8.7%. We analyzed air temperatures and solar radiations measured in single-span plastic greenhouse and high tunnel on clear days in late March. There were outside temperatures in generally similar range, and judging by rise of indoor temperatures, ventilation performance of high tunnel is more excellent than single-span plastic greenhouse. Solar radiations of two areas were no big difference but light transmittance of high tunnel was a little bit higher than single-span plastic greenhouse. Single-span plastic greenhouses are disadvantageous in environmental managements such as ventilation performance and light transmittance because distance between greenhouses is too narrow and length of greenhouse is too long compared to high tunnels. To get the environmental improvement effects as well as to increase the structural resistance of single-span plastic greenhouses are achievable by widening the width of greenhouse in possible range, widening the space between rafters, and enlarging the section size of rafters. Also, we need to secure enough distance between greenhouses and to restrict the length of greenhouse by maximum 50 m in order to improve the ventilation performance and the light transmittance.