• Structural Engineering and Mechanics
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• 제87권3호
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• pp.255-272
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• 2023

Spatial cable systems can provide more transverse stiffness and torsional stiffness without sacrificing the vertical bearing capacity compared with conventional vertical cable systems, which is quite lucrative for long-span earth-anchored suspension bridges' development. Higher economy highlights the importance of refined form-finding analysis. Meanwhile, the internal connection between the lateral and vertical sags has not yet been specified. Given this, an analytic algorithm of form-finding for the earth-anchored suspension bridge with spatial cables is proposed in this paper. Through the geometric compatibility condition and mechanical equilibrium condition, the expressions for cable segment, the recurrence relationship between catenary parameters and control equations of spatial cable are established. Additionally, the nonlinear general reduced gradient method is introduced into fast and high-precision numerical analysis. Furthermore, the analytic expression of the lateral and vertical sags is deduced and discussed. This is very significant for the space design above the bridge deck and the optimization of the sag-to-span ratio in the preliminary design stage of the bridge. Finally, the proposed method is verified with the aid of two examples, one being an operational self-anchored suspension bridge (with spatial cables and a 260 m main span), and the other being an earth-anchored suspension bridge under design (with spatial cables and a 500 m main span). The necessity of an iterative calculation for hanger tensions on earth-anchored suspension bridges is confirmed. It is further concluded that the main cable and their connected hangers are in very close inclined planes.

• 대한한의학원전학회지
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• 제22권4호
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• pp.177-188
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• 2009

In the chapter "Cheonwon-gidaeron(天元紀大論)" of "Hwangjenaegyeong(黃帝內經)", Lee-Gyujun(李圭晙) corrected "heaven has the rule of six and earth has the rule of five[天六地五]" to "heaven has the rule of five and earth has the rule of six[天五地六]", and "sovereign fire is bright[君火以明]" to "sovereign fire is summoning[君火以召]", which changes the meaning of the rule of circulation of the heaven and earth. Considering the context and many scholars' opinions, it was suggested that "sovereign fire naming[君火以名]" which was noted from Tang dynasty to Jin & Wen dynasty was corrected to "sovereign fire is bright[君火以明]" over Ming dynasty. In the corrections of Wangbing(王冰)'s Plain Questions, the sentence is written as "sovereign fire naming[君火以名]". The two characters, '明' and '名' are hardly similar in both shape and meaning, that it is only plausible to assume that it was mistaken for '召'. Consequently, we corrected "sovereign fire is bright[君火以明]" to "sovereign fire is summoning[君火以召]". And "sovereign fire is summoning, ministerial fire is locating[君火以召, 相火以位]", it raise "the rule of five and six is combined together[五六相合]". "The rule of five and six is combined together' means 'heaven's number of five" coincide "earth's number of six", and it says former times before dividing up and down.

• 한국터널지하공간학회 논문집
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• 제10권2호
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• pp.193-205
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• 2008

현재 국내에서는 유류 지하 비축 공동, 식품 저장 공동 등과 같은 지하구조물의 건설이 증가하고 있다. 이러한 지하공동의 안정성은 형상 및 크기에 영향을 많이 받는다. 따라서 본 연구는 지하공동의 형상이 안정성에 미치는 영향을 안전율을 중심으로 비교 분석하였다. 이를 위해 5가지의 공동 형상비를 가정하고 암반등급, 토피고 및 측압계수를 달리하여 민감도분석을 실시하였다. 공동의 지보재는 각각의 공동 형상, 크기 및 암반등급을 고려하여 적절한 양의 록볼트와 숏크리트로 보강하였다. 공동의 안정성은 강도감소기법을 이용하여 수치해석에 의해 얻은 안전율을 사용하여 평가되었다. 본 논문은 향후 지하공동 설계 및 안정성 평가에 도움이 될 수 있을 것으로 기대된다.

• 지질공학
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• 제31권3호
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• pp.269-281
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• 2021

Land creeping is the imperceptibly slow, steady, downward movement o f slope-forming soil or rock. Because creep-related failures occur frequently on a large scale without notice, they can be hazardous to both property and human life. Korea Forest Service has operated the prevention and response system from land creeping which has been on the rise since 2018. We categorized and proposed three survey steps (e.g., preliminary, regional, detailed) for investigation of creeping susceptibility site with a focus on geophysical mapping of a selected test site, Yongheung-dong, Pohang, Korea. The combination of geophysical (dipole-dipole electrical resistivity tomography and reciprocal seismic refraction technique, well-logging), geotechnical studies (standard penetrating test, laboratory tests), field mapping (tension cracks, uplift, fault), and comprehensive interpretation of their results provided the reliable information of the subsurface structures including the failure surface. To further investigate the subsurface structure including the sliding zone, we performed high-resolution geophysical mapping in addition to the regional survey. High-resolution seismic velocity structures are employed for stability analysis because they provided more simplified layers of weathering rock, soft rock, and hard rock. Curved slip plane of the land creeping is effectively delineated with a shape of downslope sliding and upward pushing at the apex of high resistive bedrock in high-resolution electrical resistivity model with clay-mineral contents taken into account. Proposed survey steps and comprehensive interpretation schemes of the results from geological, geophysical, and geotechnical data should be effective for data sets collected in a similar environment to land-creeping susceptibility area.

• 농촌계획
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• 제15권4호
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• pp.199-211
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• 2009

The aim of this paper is to investigate the applicability of high spatial resolution remote sensing images for conducting the rural amenity resources survey. There are a large number of rural amenity resources and field reconnaissance without a sufficient preliminary survey involves a big amount of cost and time even if the data quality cannot always be satisfied with the advanced study. Therefore, a new approach should be considered like the state-of-the-art remote sensing technology to support field survey of rural amenity resources as well as to identify the spatial attributes including the geographical location, pathway, area, and shape. Generally high-resolution satellite or aerial photo images are too expensive to cover a large area and not free of meteorological conditions, but recently rapidly-advanced internet-based image services, such as Google Earth, Microsoft Bing maps, Bluebirds, Daum maps, and so on, are expected to overcome the handicaps. The review of the different services shows that Google Earth would be the most feasible alternative for the survey of rural amenity resources in that it provides powerful tools to build spatial features and the attributes and the data format is completely compatible with other GIS(Geographic information system) software. Hence, this study tried to apply the Google Earth service to interpret the amenity resources and proposed the reformed work process conjugating the internet-based high-resolution images like satellite and aerial photo data.

• 한국자기학회지
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• 제26권2호
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• pp.67-69
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• 2016

최근 중국의 희토류 자석 생산 독점과 수출 규제로 인해 희토류 자석의 가격이 급등하였다. 이러한 경제적인 문제로 인해, 희토류 자석을 사용하지 않는 유도전동기의 연구가 활발히 이루어지고 있다. 이 논문에서는 유도전동기의 토크를 계산하고, 농형 유도전동기의 회전자 단면적과 저항에 관한 상관관계를 연구하였다. 또한, 회전자의 단면적이 같고 형상이 다를 경우, 회전자의 누설 리액턴스와 토크의 상관관계에 대해 분석하여 농형 유도전동기를 개선하고자 하였다.

• 한국지반공학회지:지반
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• 제2권3호
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• pp.51-66
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• 1986

본 연구는 재래식 옹벽의 단점을 보완하여 skin element로써 간단한 L-type concrete block을 사용하고 reinforcing strip재로써 plastic fabric strip를 이용하며, back fill재는 우리 주위에서 흔히 접하는 나강암풍화토를 사용하여 만든 보강벽체를 통하여 몇가지 실험을 한 결과 이들 서반재료의 특성을 발안하여 개발된 이론식에 의하여 결정한 벽체의 보강은 삽입한 strip의 간격, 층수, 뒷채움 재의 입도분포, 다짐상태 및 strip의 인장강맥에 좌우되며 본보강옹벽체는 구조적으로 안정하고 경제적인 시공이 가능함이 확인되었으며 우리나라 특히 강원도와 같은 유간지역에서는 보다 효과적으로 이용될 수 있을 것으로 판단된다.

• 지질공학
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• 제25권2호
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• pp.251-263
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• 2015

본 연구에서는 석회암 공동이 분포하는 지역에서 발생한 지반침하 현상의 원인을 파악하고 공동의 분포 위치 및 규모를 분석하기 위하여 지표지질조사, 시추조사, 전기비저항, 토모그래피 탐사 등을 실시하였다. 지표지질조사 및 시추조사 결과에 의하면 연구지역에서 석회암은 방해석의 함량에 따라 고함유대와 저함유대가 교호하며 분포한다. 시추조사 결과를 중심으로 전기비저항 및 탄성파 토모그래피 탐사 결과와 비교분석한 결과에 의하면 대부분의 공동은 지반침하가 발생한 지점을 중심으로 심도 7~14 m의 토사층과 암반의 경계부 주변에 집중되어 분포하고 있다. 또한 공동의 규모는 558~835 ㎥로 소규모이며, 침하의 형태는 사질토 지반에서 흔히 발생하는 Suffosion sinkhole에 속한다.

• 천문학회보
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• 제40권1호
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• pp.85.2-86
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• 2015

The YORP effect is non-gravitational force that changes the spin-status of asteroid. So far this effect has been directly detected only from the Near-Earth asteroids (Taylor et al. 2007; Lowry et al. 2007, 2014; Breiter et al. 2011; Durech et al. 2008, 2012). Pravec at el. 2008 found the evidences for changing spin rate of small asteroids (3 - 15 km) by the YORP effect in the Main-Belt and Mars-crossing asteroids. The Mars-crossing asteroids (1.3 < q < 1.66 AU) are objects that cross orbit of the Mars. The Mars-crossing asteroids are regarded as one of the main sources for the Near-Earth asteroids. We expect that rotation of Mars-crossing asteroids would be influenced by the YORP effect. We try to search observational evidence of the YORP effect for the Mars-crossing asteroid. Our target 2078 Nanking is a population of the Mars-crossing asteroid. First light-curve of 2078 Nanking was obtained from Mohamed et al. 1994, and Warner et al. 2015 recently published new observational data. We observed this asteroid on 26th Nov. 2014 and 17th Jan. 2015 using SOAO (Sobaeksan Optical Astronomy Observatory) 0.61 m telescope with 4K CCD. Using light-curve inversion method (Kaasalainen & Torppa 2001; Kaasalainen et al. 2001), we try to determine the pole orientation and shape model of this asteroid based on the combination of our light-curve and literature photometric data. Knowing spin parameters, such as rotational period and spin axis, are essential for studying the YORP effect. In this presentation, we provide some preliminary results of our recent study: light-curve and processing of shape modeling of 2078 Nanking. We plan to find observational clue for the YORP effect on the Mars-crossing asteroids.

• Smart Structures and Systems
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• 제29권1호
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• pp.93-103
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• 2022

With the wider availability of sensor technology through easily affordable sensor devices, several Structural Health Monitoring (SHM) systems are deployed to monitor vital civil infrastructure. The continuous monitoring provides valuable information about the health of the structure that can help provide a decision support system for retrofits and other structural modifications. However, when the sensors are exposed to harsh environmental conditions, the data measured by the SHM systems tend to be affected by multiple anomalies caused by faulty or broken sensors. Given a deluge of high-dimensional data collected continuously over time, research into using machine learning methods to detect anomalies are a topic of great interest to the SHM community. This paper contributes to this effort by proposing a relatively new time series representation named "Shapelet Transform" in combination with a Random Forest classifier to autonomously identify anomalies in SHM data. The shapelet transform is a unique time series representation based solely on the shape of the time series data. Considering the individual characteristics unique to every anomaly, the application of this transform yields a new shape-based feature representation that can be combined with any standard machine learning algorithm to detect anomalous data with no manual intervention. For the present study, the anomaly detection framework consists of three steps: identifying unique shapes from anomalous data, using these shapes to transform the SHM data into a local-shape space and training machine learning algorithms on this transformed data to identify anomalies. The efficacy of this method is demonstrated by the identification of anomalies in acceleration data from an SHM system installed on a long-span bridge in China. The results show that multiple data anomalies in SHM data can be automatically detected with high accuracy using the proposed method.