• 건축역사연구
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• 제31권6호
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• pp.59-68
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• 2022

This paper is an architectural historical study on Chimi of Hwangnyongsa Temple. In this research, the shape and cross-section of the chimi are reviewed. The results of the study are as follows. The chimi is a form in which the head part facing the maru is omitted, and the upper and lower body are separated. The upper and lower bonds are assembled into a two types of joint throughout the side of the torso, and then bound with an iron strap. Because of the absence of ridge line in the front, and the narrow curved surface which makes the side plate close to the plane, the entire cross-section is triangular, and the rear plate maintains the shape of the chimi. The naerimmaru connected to the side of the chimi has a slope, so it is clear that the chimi was used on the woojingak-jibung(hipped-roof), and the wing part and back of the chimi are erected on the side roof. The height of the yongmaru and chunyeomaru is about the same and the roofing tiles of those are in contact. The roofing tiles of chunyemaru should be cut to fit the angle of the contacting part. The maru is 30 stories high of roofing tiles as a result of the on-board survey. Based on reference on the shape and timing of the production of chimi, the height of chimi, and the maru is believed to have been built before the Unified Silla Period and used in buildings with at least seven-kan frontage. Buildings corresponding to these construction conditions can be seen as Central hall and East hall in Hwangnyongsa temple.

• 한국식생활문화학회지
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• 제1권3호
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• pp.211-218
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• 1986

본 김치용 도마는 현재 널리 쓰이고 있는 일반 도마를 이용하여 김치와 같이 국물이 많은 식품을 절단 할 때 국물이 유출되므로써 야기되는 오염을 최소화 할 목적으로 제작된 도마이다. 이 도마의 기능적 특징은 절단시 유출된 국물이 사방으로 흐르지 않고 일차적으로 세로 경사면을 따라 흐른 다음 이차적으로 가로 경사골을 따라 국물이 김치 그릇에 흘러 내리게 되어 있어서 김치도마의 오염 넓이가 작게됨은 물론 작업테이블 및 작업장 바닥에 오염을 발생시키지 않고, 김치 그릇에 모아 떨어지게 하는 기능성을 갖인 2차원적 흐름기능을 발휘한다. 또한 본 김치용 도마는 일반적인 평면 도마에 비하여 모양이 둥근 식품이 둥굴어 떨어짐 방지기능이 있고, 사용 후 건조 속도가 빨라 위생적이며, 또한 계량적으로 식품을 절단 할 수 있음은 물론 절단시 손을 배는 위험을 적게하는 기능성이 있다. 따라서 본 도마는 김치 문화의 세계화에서 김치의 바람직한 동반자가 될 것으로 생각된다.

• Journal of Electrical Engineering and Technology
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• 제9권6호
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• pp.2070-2078
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• 2014

In this work, the frequency response of gate-all-around (GAA) Ge/GaAs heterojunction tunneling field-effect transistor (TFET) with hetero-gate-dielectric (HGD) and pnpn channel doping profile has been analysed by technology computer-aided design (TCAD) device-circuit mixed-mode simulations, with comparison studies among ppn, pnpn, and HGD pnpn TFET devices. By recursive tracing of voltage transfer curves (VTCs) of a common-source (CS) amplifier based on the HGD pnpn TFET, the operation point (Q-point) was obtained at $V_{DS}=1V$, where the maximum available output swing was acquired without waveform distortion. The slope of VTC of the amplifier was 9.21 V/V (19.4 dB), which mainly resulted from the ponderable direct-current (DC) characteristics of HGD pnpn TFET. Along with the DC performances, frequency response with a small-signal voltage of 10 mV has been closely investigated in terms of voltage gain ($A_v$), unit-gain frequency ($f_{unity}$), and cut-off frequency ($f_T$). The Ge/GaAs HGD pnpn TFET demonstrated $A_v=19.4dB$, $f_{unity}=10THz$, $f_T=0.487$ THz and $f_{max}=18THz$.

• 대한공간정보학회지
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• 제18권4호
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• pp.61-69
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• 2010

비탈면 혹은 절성토지의 파괴로 사람과 재산에 심각한 피해를 입히기 때문에 미리 산사태 취약성 분석을 수행하여 개발 혹은 자연재해로부터 위험을 대비하는 것이 필요하다. 기존의 산사태 취약성 분석은 휴리스틱, 통계학적, 결정론적 혹은 확률론적 방법을 통해 이뤄졌다. 그러나, 적은 현장정보 등으로 분석의 신뢰도가 떨어지거나, 전문가의 경험과 지식을 기존 정량적인 해석모델에 반영하기 어려웠다. 본 연구는 산사태 취약성 분석에 대한 전문가 지식과 공간입력자료의 시맨틱을 추출하여 온톨로지 모델을 구축하고, 이를 베이시안 네트워크에 반영하여 확률적인 산사태 모델링을 제안하였다. 기존에 전문가 수작업으로 이뤄지던 베이시안 네트워크의 구조 생성을 온톨로지 모델의 지식추론으로 자동화하고, 현장정보뿐만 아니라 전문가 지식을 모델링에 반영하여 조건부 산사태 발생확률분포를 작성하였다. 이 결과를 GIS에 적용하여 산사태 취약성 지도를 작성하였다. 검증을 위해 충남 홍성일원의 오서산 지역에 적용한 결과 기존 산사태 발생흔적과 86.5% 일치하였다. 본 연구를 통해 일반 사용자도 전문가 도움 없이도 광역적인 산사태 취약성 분석이 가능하리라 기대된다.

• 한국지반공학회논문집
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• 제24권12호
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• pp.5-12
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• 2008

지반의 지지력을 증가시키는 보강토공법은 일반적으로 산악지대에서 시행되는 건설공사에 쓰여지는데, 보강토 옹벽의 높이가 일반 평지의 성토구조물보다 상당히 높아지며, 성토도로의 시공이나 고속철도 등과 같은 높은 상재하중을 지지하여야 할 경우에는 지반강성을 크게 향상시킬 수 있는 공법의 적용이 요구된다. 또한, 절토공사 현장의 환경문제 및 대지경계 등의 이유로 원지반의 절취량을 최소화 할 수 있는 공법이 지속적으로 요구되고 있으며, 이를 만족하기 위한 많은 공법들이 개발되고 있는 실정이다. 그러나, 일반적인 보강토 옹벽의 경우 옹벽 높이의 $60{\sim}80%$정도에 해당되는 보강재 길이가 요구되어 절토현장에 적용하는데 어려움이 있다. 또한, 근래에 들어 용지경계 확보와 성토구조물의 안정성 확보 등 제한적인 범위에서 적용되던 보강토 옹벽공법이 추가 보강재를 병행, 사용함으로써 절토공사 현장에도 점차 적용되는 사례가 증가하고 있다. 본 연구에서는 보강토 옹벽의 보강재 길이를 줄이는 대선에 쏘일네일링 공법과 같은 사면보강공과 연결하여 충분한 저항력을 확보할 수 있도록 쏘일네일과 강재스트립으로 보강된 복합보 강토옹벽 시스템의 설계 및 시공사례를 소개하고 실제 현장에서 측정된 계측자료를 통해 복합보강토옹벽 시스템의 적용 가능성을 검토하였다.

• 지질공학
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• 제18권4호
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• pp.511-522
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• 2008

국내 사면관련 계측시스템은 주로 수동 및 육안관찰에 의한 계측관리가 대부분을 차지하고 있으며 주로 인공절취 사면을 중심으로 개발되어 자연사면을 대상으로 한 기술개발은 미진한 상태이다. 또한, 최근 기상이변, 집중호우에 의한 토석류 산사태가 빈번히 발생하고 있지만 초기예측 및 방재가 취약한 실정이다. 따라서 토석류 산사태에 대한 위험여부를 사전에 감지하여 신속한 대응이 가능한 유비쿼터스 센서 네트워크(USN) 구축이 필요하다. 본 연구에서는 유비쿼터스 기반 산사태 모니터링 시스템 개발 및 계측관리기준 마련으로 인하여 국내 여건에 부합되는 새로운 계측기기 및 계측관리 기술의 지표를 마련하게 되었다.

• 농업과학연구
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• 제45권4호
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• pp.847-857
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• 2018

Recently, customers' demand and attention to dried agricultural products or foods have increased due to their convenience and nutritional values. Conventional drying methods such as solar drying and hot air drying have been most widely used for producing a large amount of dried agricultural products; however, those methods require quite a long time and high energy consumption. To compensate for these issues associated with conventional methods, dielectric heating such as microwave and radio frequency heating has been used as a supplemental method in the drying procedure. This study investigated the microwave drying characteristics of squash slices with different thicknesses under different microwave power intensities and determined the best drying model that could precisely describe the experimental drying curves of the squash slices. The squash was cut into slices with two different thicknesses (5 and 10 mm), and then, they were dried under different microwave power intensity ranges between 90 and 900 W with an increase interval of 90 W. Six drying models were tested to evaluate the fit to the experimental drying data, and the effective moisture diffusivity ($D_{eff}$) values of the squash slices under microwave drying were determined. The results clearly show that as the microwave power was increased, the drying time of both squash slices was significantly decreased, and the slope of the drying rate increased. The effective moisture diffusivity was also significantly related with the microwave power intensities and thicknesses of the slices. In addition, the Page model was most suitable to delineate the drying curves of both squash slices under different microwave power intensities.

• 한국농공학회지
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• 제24권2호
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• pp.49-55
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• 1982

The purpose of this study is to classify the factors influenced on the damages of head works suffered from the storm flood occurred on July 22 1980 in both Musim and Bochong rivers and to find out an integral counter measures against the causes influenced on the disaster of head works in the engineering aspect of planning, design, construction and maintenance. In this survey, number of samples was taken 25 head Works, and the counter measures against the causes of their disasters summarized was as follows, 1. In the aspect of planning a. As the flood water level after the establishment of head works is more increased than the level before setting of head works owing to having more gentle slope of river bed between the head works than nature slope of river bed. Number of head works should be reduced for the appropriate annexation of them b. In the place where head works is established on the curved point of levee, the destruction of levee becomes severe by the strong deflective current. Therefore the setting of head works on the curved point should be kept off as long as possible and in case of unavoidable circumstances the construction method such as reinforced concrete wall or stone wall filed with concrete and anchored bank revetments should be considered. 2. In the aspect of design a. As scoring phenomena at up stream is serious around the weir Where the concentration of strong current is present in such a place, up stream apron having impermeability should be designed to resist and prevent scoring. b. As the length of apron and protected bed is too short to prevent scoring as down stream bed, the design length should be taken somewhat more than the calculated value, but in the case the calculated length becomes too long to be profitable, a device of water cushion should be considered. c. The structure of protected river bed should be improved to make stone mesh bags fixed to apron and to have vinyl mattress laid on river bed together with the improvement for increasing the stability of stone mesh bags and preventing the sucked sand from the river bed. d. As the shortage of cut-off length, especialy in case of the cutoffs conneting both shore sides of river makes the cause of destruction of embankment and weir body, the culculation of cut-off length should be taken enough length based on seepage length. 3. In the aspect of design and constructions a. The overturing destruction of weir by piping action was based on the jet water through cracks at the construction and expansion joints. therefore the expansion joint should be designed and constructed with the insertion of water proof plate and asphalt filling, and the construction joint, with concaved shape structure and steel reinforcement. b. As the wrong design and construction of the weep holes on apron will cause water piping and weir destruction, the design and construction of filter based on the rule of filter should be kept for weep holes. c. The wrong design and construction of bank revetment caused the severe destruction of levee and weir body resulting from scoring and impulse by strong current and formation of water route behind the revetment. Therefore bank revetment should be designod and constructed with stone wall filled with concrete and anchored, or reinforced concrete wall to prevent the formation of water flow route behind the wall and to resist against the scoring and impulse of strong stream. 4. In the aspect of maintenance When the damaged parts occurred at head works the authorities and farmers concerned should find and mend them as soon as possible with mutual cooperation, and on the other hand public citizen should be guided for good use of public property.

• 한국지반환경공학회 논문집
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• 제10권6호
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• pp.49-60
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• 2009

본 연구는 기존의 낙석방지울타리에 적용되는 와이어로프를 경강선으로 대체하고 소재 및 체결부에 대한 실내성능실험과 더불어 현장에서의 수직낙하시험을 통해 전체적인 에너지 흡수능력을 평가하여 새로운 낙석방지울타리를 개발하는데 있다. 12단 경강선 적용 낙석방지울타리의 수직낙하시험 결과, 국내 낙석방지울타리에 기준으로 적용되는 흡수에너지인 50kJ 이상의 에너지를 흡수하는 것으로 나타났다. 또한 경강선 단수가 12단에서 16단으로 증가함에 따라 에너지 흡수능력도 향상되었다. 이러한 새로운 낙석방지울타리를 도로공사 절취사면 현장에 성공적으로 적용하였다. 그 결과, 시공성은 기존에 비해 별차이가 없는 것으로 나타났으나 미관상 전체적으로 심플하고 깨끗한 이미지를 연출할 수 있었다. 경제성 분석결과에 있어서는 전체 건설비용에 있어 기존 대비 약 20% 정도 절감되는 것으로 나타났다.

• 한국조경학회지
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• 제25권1호
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• pp.73-81
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• 1997

This study was conducted to find out the hydroseeding timing of woody plants. Five native plants were used for this experiment and were seeded on the cut slopes by hands in April, May, June, September and October. In order to identify the best seeding time, germination percentage, ground cover rate and plant height were investigated. There was a difference in germination percentage and ground cover rate depending on the seeding time. The results are summerized as follows 1. Characteristics of germination : Seeding was best carried out in spring(May, June) or autumn(September). In spring, Lespedeza cyrtobotrya shows quick germination and rapid growing which can be compared with herbaceous plants using in the hydroseeding. As for Pinus thunbergii, there was little difference in germinatin according to different seeding timing. But Evodia daniellii, Parthenocis년 tricuspidata and Alnus hirsuta seem to need seed treatments to improve the seed germination. 2. Ground cover rate : The most rapid growing plant is Lespedeza cyrtobotrya and the next is Amorpha fruticosa. The other plants show extreamly low ground cover rate, so they seem to be surpressed by herbaceous plants which will be mixed for erosion control. 3. Plant height : On 8 weeks later after seeding, the Lespedeza cyrtobotrya which was seeded in June recorded 17.1cm plant height. It will be enouch height to compete with herbaceous plants. As the Parthenocissus tricuspjdata seeded in May shows 27cm plant length, it can be used more frequently on seeding works if the seed germination were improved. In sum, seeding is best carried out in May. When deciding seeding rate for the purpose of hydroseeding, it will be necessary to adjust the woody plants germination percentage according to seeding timing.