• 한국지반공학회논문집
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• 제21권10호
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• pp.123-131
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• 2005

본 연구에서는 양압력을 받는 기초구조물의 보강공법으로 앵커를 시공할 경우, 이에 대한 파괴메카니즘 및 안정해석법의 개발에 기초적인 자료를 제공하기 위해 나선형 앵커에 대한 실내인발시험 및 유한요소해석을 수행하였다. 실내인발시험은 강우시 지하수위 상승으로 인해 기초구조물에 양압력이 작용하는 경우를 고려하기 위해 포화사질토 내에서의 하중-변위특성을 분석한 후, 이를 건조시의 경우 등에 대해 유한요소 해석결과와 비교${\cdot}$분석하였으며, 앵커의 극한인발저항력에 미치는 영향인자 및 앵커의 인발에 따른 거동특성 등을 평가하였다. 또한, 군형태 앵커의 설치간격을 변화시켜가면서 하중-인발변위 특성을 비교한 후, 나선형 앵커의 무리효과에 의한 간섭영향 요인을 분석하였다.

• 국제초고층학회논문집
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• 제2권3호
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• pp.229-244
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• 2013

Twenty six pressure models of high rise buildings with various cross-sections including twisted models were tested in a boundary layer wind tunnel. The cross-sections were triangular, square, pentagon, hexagon, octagon, dodecagon, circular, and clover. This study investigates variations in peak pressures, and effects of various cross-sections and twist angles on peak pressures. To study the effects of various configurations and twist angles on peak pressures in detail, maximum positive and minimum negative peak pressures at each measurement point of the building for all wind directions are presented and discussed. The results show that peak pressures greatly depend on building cross-section and twist angle.

• 한국CDE학회논문집
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• 제18권3호
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• pp.189-199
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• 2013

The need for reusing synthetic environment data that are employed in the field of modeling and simulation has recently been rising. SEDRIS (Synthetic Environment Data Representation & Interchange Specification) is a standard to exchange synthetic environment data, and is the specification utilized in various military simulations of the Pentagon for representing and exchanging 3D data. SEDRIS represents environmental areas based on a data model; it can represent wind speed, wind directions, weather changes, the information of buildings, as well as terrain data. In some situations, however, the synthetic environment data stored in SEDRIS format should be converted to various visualization formats. First, because SEDRIS is a form of a super-set, it is necessary to verify whether large scale SEDRIS files are stored successfully through visualization. Second, the synthetic environment data should be visualized in some visualization programs for the simulation results to provide an immersive and realistic sense. In this study, we have developed converters for converting SEDRIS data to various visualization formats and visualized the converted results.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1258-1270
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• 2009

Recently, the earthquakes activities are more of frequency occurred in the country. In case of nomal or large magnitude earthquakes, which cause a rising number of life loss or widespread loss of property. It must be considered how to cope with the situperty of dpmage in the country ty account of ay earthquake. Consequently, the public works have currently ensured against a lot of risk about seismism not only on large scale structures but also relatively small structures. Therefore, in this study, in order to make the seismic stability safe, it has been evaluated by the seismic performance for caisson-type breakwater. The seismic response analyses have conducted on the caisson-type breaker under long-period, short-period and artificial seismic wave. The liquefaction potential of the foundation, which is caisson-type, is also estimated by using the simplified assessment method. Finally, the result of the numerical analysis by PENTAGON 2D finite element method(FEM) program are presented for 3 cases with time-history seismic analysis under the seismic load.

• 한국농촌건축학회논문집
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• 제2권2호
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• pp.115-126
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• 2000

Retaining walls are used to prevent excessive movement of retained soils. Typical retaining walls include gravity, reinforced concrete, reinforced earth and tie-back. However, from a practical viewpoint there are still drawbacks among these often constructed retaining walls. New types of retaining walls constructed with precast concrete blocks are proposed. This type of retaining wall is incorporates each blocks interconnected with adjacent block by connecting unit to build up a flexible retaining-wall system. This paper focus to behavior characteristics includes deformation and distribution of lateral earth pressure by loading tests and FEM analysis. For model tests, a 1/10 scale reduce models are manufactured include unevenness part, drainage hole and connecting unit and steel wire used to connect each blocks with adjacent block. To simulate the real retaining walls closely, uneven parts are interconnected each other and the construction type of blocks and wall front inclination are varied to investigate the relative displacement of individual block and the location of maximum deformation of wall as increasing surcharging. Additionally, PENTAGON3D, which solve the geotechnical and other problem, used for verifying and comparing with model tests.

• 국제초고층학회논문집
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• 제8권4호
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• pp.235-253
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• 2019

This paper reviews shape optimization studies for tall and super-tall building design. Firstly, shape effects on aerodynamic and response characteristics are introduced and discussed. Effects of various configurations such as corner modifications, taper, setback, openings, and twists are examined. Comprehensive comparative studies on various configurations including polygon building models, and composite type building models such as corner-cut and taper, corner-cut and taper and helical, and so on, are also discussed under the conditions of the same height and volume. Aerodynamic characteristics are improved by increasing the twist angle of helical buildings and increasing the number of sides of polygon buildings, but a twist angle of $180^{\circ}$ and a number of sides of 5 (pentagon) seem to be enough. The majority of examined configurations show better aerodynamic characteristics than straight-square. In particular, composite type buildings and helical polygon buildings show significant improvement. Next, shape effects on pedestrian-level wind characteristics around tall and super-tall buildings are introduced and discussed. Corner modification buildings show significant reductions in speed-up areas. On the other hand, setback and tapered models with wider projected widths near the ground show adverse effects on pedestrian-level wind characteristics.

• 한국지반공학회논문집
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• 제22권3호
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• pp.5-11
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• 2006

광안대교에 설치된 두개의 대구경 말뚝(TS-1과 TS-2)에 대하여 최대 2000톤의 하중을 재하하여 정재하시험을 수행하였다. 시험 말뚝 TS-1의 경우는 연암에 근입되었고 시험 말뚝TS-2의 경우는 풍화암에 근입되었다. 재하시험 결과에 의하면, 지지층과 상관없이 시험말뚝 TS-1과 TS-2 양쪽 경우다 대부분의 하중이 풍화암에 의해 지지되었다. 추가적으로 펜타곤3D와 ROCKET 프로그램으로 수치해석을 수행하였다. 본 연구에 의하면 풍화암이 깊게 발달되어 말뚝 시공상 어려움이 있을 경우, 풍화암도 대안의 지지층으로 고려되어질 수 있다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2009년도 하계학술대회 논문집
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• pp.210-211
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• 2009

In this study, we propose characteristics improvement methods according to via hole plating method for FBAR Duplexer with US PCS($T_x$:1850MHz~1910MHz, $R_x$:1930MHz~1990MHz) bandwidth which is used for wireless systems. Also, we designed and fabricated 3.8*3.8*1.8mm size microminiature FBAR Duplexer based on this proposal. First of all, in this study, we fabricated pentagon shape resonators by different size to make filter combination, and their quality factor(Q) are 687 with 6.6% of $k_{eff}^2$. Using this resonators, designed 3*2Type $T_x$ filter and 3*4Type $R_x$ filter. The transmission line, which works as phase shifter, is designed with $210{\mu}m$ in width and 18mm in length Stripline type. Inductor, which is used for matching component, is designed with width of $75{\mu}m$, a technically achievable minimum width. And adopted plating method of filling via hole with conductive epoxy for improved grounding and thermal conductivity. Using these configuration with all of the matching component values, we found Duplexer characteristics of -1.57dB ~ -1.73dB in insertion loss, -56dB in attenuation at 1850MHz~1910MHz of $T_x$ band. Also, found -2.71 dB ~ -3.23dB in insertion loss, -58dB in attenuation at 1930MHz~1990MHz of $R_x$ band.

• 융합보안논문지
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• 제16권3_1호
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• pp.3-10
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• 2016

본 연구는 시대의 변화에 적극적으로 대응하는 차원에서, 국방 분야에 민간자원 활용을 확대하기 위한 연구로 효과적인 적용과 실현 가능한 방법을 찾고자하여 연구를 하게 되었다. 민간자원의 활용은 군대에 적용되기 이전 정부기관에서 먼저 도입하였는데, 우리나라의 경우 1948년 쓰레기 수거 위탁으로 민간자원의 활용이 시작되었다. 특히 1990년대 말 IMF 경제위기를 극복하는 과정에서 정부는 민간의 요소를 공공부문에 도입하면서 공공서비스분야에 민간자원 활용을 대폭 증가시켰다. 반면에 국방부는 국방운영의 선진화 측면에서 "국방개혁법"에 국방 분야의 민간위탁을 추진하여 반영하는 정책을 추진하게 되었다. 연구결과 민간자원 활용에 대한 업무수행체계의 정립, 제도적으로 보호 받을 수 있는 국방 분야 민간자원 활용에 대한 법률 보완, 사업추진을 위한 전담 조직의 구성이 필요한 것으로 판단된다.

• 한국의상디자인학회지
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• 제6권1호
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• pp.13-24
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• 2004

This study was analyzed three basic patterns of the Islamic arts. These are natural flora, geometrical and calligraphy pattern. Islamic belief in Aniconism, doctrine of unity and worship of arabic language demanded delicate, decorative, and abstract patterns instead of patterns of real image. Natural flora pattern was classified into arabesque and various flower patterns. Muhammad commands that "The artist who fashions a representation of living things is competitor of God and therefore destined to eternal damnation, so if you want to represent living things, you should only depict flowers and trees". Then the natural flora patterns developed into main Islamic pattern. Geometric pattern was composed of geometrical elements like, circle, trigon, square, rectangle, pentagon, hexagon, octagon or other polygons, stars or motifs with straight or curved lines. Circle symbolized ′celestial′ sphere and crystal of the lower octagon symbolized ′earthly existence′. Therefore if the circle join with the octagons, it means fusion of celestial and earthly existence. Another important influence on the Islamic art was the calligraphy pattern, the writing of Arabic language. The major language of calligraphy pattern was Arabic script and often Persian script. Calligraphy pattern was composed of Kufic and Cursive script. The cursive script was developed various forms. The Islamic tenet prohibit depiction of sacred images, the sacred Arabic calligraphy such as ′Alla′ or ′Mohammad′ was substituted of them. And the content of calligraphy pattern was used with Quranic phrases. The aesthetics of Islamic patterns analyzed aesthetic of ′rhythmic lines′, aesthetic of ′unity in multiplicity′, aesthetic of tessellation and aesthetic of harmony. On the textiles of the Islamic culture, the arabesque, floral, geometric and calligraphy patterns were frequently used.