• Asian-Australasian Journal of Animal Sciences
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• 제6권3호
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• pp.389-394
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• 1993

A study on housing and management of dairy cows was conducted in three villages. All activities of husbandry related to the housing and the condition of the cows were observed and farmers were interviewed using a questionnaire. The main type of housing was a tie stall mostly in the back yard area with a gable or shed type roof. Inside the shed the temperature ranged from 17 to $29^{\circ}C$ and the relative humidity ranged from 62 to 73%. Drainage and manure handling was poor which lead to poor cleanliness of the stables and animal skins. The floor space was mostly wide and the roof level was low (less than 2.5 m). The slope of the floor (1-3%) was sufficient, the roughness of the floor was of medium quality. The shape and size of the feed trough was good with a surface of mostly irregular forms. Concentrate was mixed with water and offered in liquid form in pails made from plastic or from parts of rubber car tires. Hoof length was too long which could lead to unstable position and self injury. It is concluded that the housing conditions of dairy cattle need to be improved in order to improve the condition of the animals and the production performance.

• 한국주거학회논문집
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• 제14권6호
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• pp.125-133
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• 2003

The purpose of this study is to reveal the characteristics of Kan as a compositional unit in relation with its usage, building base, structural system, and roofing system in Seo Baek Dang and Gwan Ga Jeong. The results are as follows： Seo Baek Dang and Gwan Ga Jeong share a common characteristics： Kan module forms the plan to be 1：1 in shape and enables flexibility in usage and regularity in compositional aspect. In Seo Baek Dang, there are active level differences in base, room floor levels and column heights to achieve intended roof design while minimizing the deviation of module (500 mm) of four sides enclosing the an-madang (inner courtyard) and, in Gwan Ga Jeong, instead of differentiating levels, maximizing the module control (up to 1,560 mm) and lowering the roof slope are found. They are regarded resulting in a rather plane manner. Through a comparative analysis, it is found out that these two houses have a common characteristics of Kan to form a quadrate plan while they have differences both in conceptual and tectonic manner that is 'how to build a house' in similar conditions of region, period and society. In addition, Kan as a module is clarified to have a relative value that regulates both structural and aesthetical aspects.

• 건축역사연구
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• 제33권1호
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• pp.7-18
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• 2024

Lots of educational and medical facilities were actively built along with foreign missionary activities under Korean Empire era. Paiwha Girls' High School is one of the educational facilities and at that time dormitory house was essential for recruiting girl students. Especially Paiwha's dormitory was traditional hanok style, but now an auditorium has built in its place. This study carried on to restore its hanok dormitory house based on the plan sketch which drawn Paiwha Girls' High School magazine. Through the analysis and investigation, we found some results as follows. Paiwha's Hanok Dormitory had composed of 23 dormitories rooms, management space, sanitary space, dining space, etc. In living rooms division, there are three types of rooms, and it's room was 4~5 pyung(坪) in size and using area per person was 1pyung. Besides all rooms were connected by a corridor. The structure was 5-ryang(樑) type without high column or with one high column. Looking at structure and the shape of the roof on the historic photos, it seems to be a lower roof slope than other traditional house because of reducing its weight. But its span between two columns was wider relatively.

• 한국융합학회논문지
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• 제9권8호
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• pp.161-169
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• 2018

우리나라 한옥은 지붕재료에 따라 크게 와가, 초가, 너와, 굴피집으로 구분할 수 있다. 초가는 지방 특색에 따라 재료, 경사, 모양, 잇기 방법이 다양하다. 그러나 산업화로 초가가 급속히 감소하여 이러한 특성을 보기 어려운 실정이다. 본 연구는 북부지방의 초가의 건축적 특성을 알고자 한다. 그래서 북부지방에 지정된 고성왕곡마을을 조사 대상으로 선정하였다. 연구는 종합정비 및 지정 자료를 기반으로 현장조사, 전문가 및 주민 인터뷰를 통해 특성을 조사 분석하는 방법으로 하였다. 본 연구 결과 왕곡마을의 가옥의 지붕재료는 와가보다는 초가의 비율이 높았다. 그리고 평면은 좌우 돌출형과 겹집형이 다수를 차지하고 있으며 정지와 마루 사이에 칸막이벽이 없었다. 또한 전면의 개구부는 출입을 위한 것이 아닌 채광과 통풍 기능을 담당하는 북부지방의 특성을 가지고 있었다. 이러한 고성왕곡마을 초가는 현지조사를 통해 원형특성을 회복할 수 있는 건물의 비율이 높게 나타났다.

• 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.

• Journal of Oral Medicine and Pain
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• 제47권1호
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• pp.27-37
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• 2022

Purpose: This study aimed to broaden our understanding of the predisposing factor and treatment of dislocation by analyzing and evaluating the morphology of the articular eminence (AE) in subjects with temporomandibular joint (TMJ) dislocation using cone beam computed tomography (CBCT). Methods: The subjects were divided into two groups: dislocation (31 subjects) and control (32 subjects). CBCT was used to examine 126 TMJs in 63 subjects (26 males, 37 females). The height, width, and posterior slope of the AE were measured in the parasagittal plane. The posterior slope was measured using the "top-roof line angle (TR angle)" method and the "best-fit line angle (BF angle)" method. The AE on the left side (AEL) and the AE on the right side (AER) of the subjects in the dislocation group were separately analyzed and compared with the control group after taking measurements. The average value of both sides was used when comparing with subjects with bilateral dislocation. Results: Dislocations were more frequent in females (67.7%) than in males (32.3%). The dislocation group showed a gentler TR angle than the control group in the AER and in the average of AE on the both sides (AEB). The same group also showed a wider AE in the AEL and the AER (p<0.05). In subjects with unilateral dislocation, the width of the AE with dislocation was narrower and the TR angle and BF angle was steeper than the other side without dislocation (p<0.05). Conclusions: In subjects with unilateral TMJ dislocation, the posterior slope of the AE is steeper, and the width is narrower at the site of dislocation compared to the site without dislocation. However, in subjects with bilateral TMJ dislocation, AEB were wider, and the mean value of the posterior slope of AEB was gentler than that of the control group.

• 대한지리학회지
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• 제43권4호
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• pp.466-476
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• 2008

한라산 북사면에 소재하는 구린굴의 천장이 함몰되고, 동굴 지상을 흐르던 병문천이 동굴 안으로 유입되면서 442m 길이의 구린굴 가운데 73m 구간이 하천 유로로 바뀌었다. 구린굴 유로의 폭과 높이는 각각 447cm 및 501cm이며, 벽면은 용암선반이 발달한 전형적인 용암동굴의 모습을 보이나 바닥에는 기반암 하도 특유의 마식지형이 나타난다. 거북등 모양의 절리가 발달한 동굴 천장의 암반 두께는 $30{\sim}60cm$에 불과하며, 이런 장소에서는 천장이 함몰하기 쉬워 유로 구간에는 전부 4개 지점에 윈도우가 발달한다. 구린굴 유로가 출현하기 이전의 지상 유로는 병문천의 지류로서 제4함몰 윈도우 지점을 지나 표고 660m 지점에서 구린굴 동쪽 유역으로부터 흘러나오는 본류에 합류하였다. 그러나 구린굴 지상 유로의 하상에 윈도우가 형성되면서 지상 유로는 구린굴 유로로 대체되고, 새로운 유로는 표고 660m 지점에서 본류에 합류하게 되었다. 이후 구린굴 상류 쪽으로 병문천 유역이 확대되면서 구린굴을 통과하는 유로가 본류로 바뀌었다. 그러나 홍수류가 발생하면 구린굴 지상 유로에도 유수가 발생하므로 병문천은 제4함몰 윈도우 지점에서 일시적으로 분기 하천의 형태를 이룬다. 제주도 용암동굴의 천장에서는 낙반 현상이 지속적으로 일어나고 있으므로 제주도의 수계 발달에 미치는 용암동굴의 영향은 현재 진행형이라고 할 수 있다.

• 재활복지
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• 제20권3호
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• pp.141-161
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• 2016

본 연구는 17명의 장애인 보호자 및 장애인 탑승자를 대상으로 레이(Ray)의 실험 복지차량 사용 시 문제점을 예측하여 개선하기 위한 연구로써, 실험 복지차량 이용 시 18개의 주요 사용성 평가항목을 통해 실제 소비자인 장애를 고려하기 위해 장애인 보호자 및 장애인 탑승자 관점에 기초한 인간공학적 설계를 위한 기준을 제시하고자 한다. 본 연구 결과를 보면 다음과 같다. 첫째, 레이(Ray) 실험 복지차량의 만족도와 자기 소유차량 만족도 비교에서 장애인보호자군의 자가 소유차량만족도가 3.20점보다 실험복지차량 만족도가 3.88점으로 더 높았으며, 또한 장애인 탑승자군에서 장애인 자기소유차량만족도가 3.00점보다 실험 복지차량 만족도가 3.31점으로 더 높은 것으로 나타났다. 이는 장애인 보호자 및 장애인 탑승자를 위한 실험복지차량이 이들의 장애특성에 대한 불편사항을 해소한 복지차량개발이라고 볼 수 있다. 둘째, 장애인 보호자 및 장애인탑승자에게 적합한 복지차량을 개발하려면 조수석의 경우 수전동회전업시트가 필요하거나 아니면 차량 후석 슬로프를 통해 장애인을 수?전동 휠체어 탄 상태로 휠체어잠금장치, 휠체어 안전벨트, 휠체어 안전 손잡이, 하이루프 등이 차량 설계부터 장애를 고려하는 것이 필요하였다. 셋째, 후석 슬로프의 경우 차량의 전고높이(하이루프)와 수동 및 전동휠체어의 전폭을 고려하여야 하며, 휠체어 잠금장치의 경우 사용자의 휠체어를 안전하게 고정하여 견인할 수 있는 전동장치가 고려되어야 할 것이다. 또한 전동슬라이드업시트와 후석 슬로프는 휠체어 장애인과 고령자 등 대상자에 맞게 선택할 수 있을 것이다.

• 한국환경복원기술학회지
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• 제14권5호
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• pp.53-67
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• 2011

The major objective of this study was to quantify the effects of substrate depth and substrate composition on the development of sedum etc., in a sloped rooftop (6 : 12 pitch) environment during a 4-year period. The experiment was conducted from 2006 October to 2010 December under several conditions without soil erosion control : two substrate depth (5cm, 10cm), four substrate composition (A5N3C2, A3N3C4, A6C4, G5L3C2: A: artificial lightweight soil, N : natural soil, G : granite decomposed soil, C : leave composite, L : loess), four sloped roof direction ($E40^{\circ}W$, $W40^{\circ}N$, $S40^{\circ}W$, $N40^{\circ}E$). In this experiment 4 sedum etc., were used: Sedum sarmentosum, Sedum kamtschaticum, Sedum rupestre, Sedum telephium, flowering herbs (mixed seed : Taraxacum platycarpum, Lotus corniculatus, Aster yomena, Aster koraiensis), western grasses (mixed seed : Tall fescue, Creeping redfescue, Bermuda grass, Perennial ryegrass). The establishment factor had two levels : succulent shoot establishment (sedum), seeding (flowering herbs, western grasses). 1. Enkamat, as it bring about top soil exfoliation, was unsuitable material for soil erosion control. 2. Sedum species exhibited greater growth at a substrate depth of 10cm relative to 5cm. All flowering herbs and western grasses established only at a substrate depth of 5cm were died. A substrate depth of 5cm was not suited in sloped rooftop greening without maintenance. If additional soil erosion control will be supplemented, a substrate depth of 10cm in sloped rooftop greening without maintenance was considered suitable. 3. For all substrate depth and composition, the most abundant species was Sedum kamtschaticum. The percentage of surviving Sedum kamtschaticum was 73.4% at a substrate depth of 10cm in autumn 2007 one year after the roof vegetation had been established. But the percentage of surviving other sedum were 33.3%~51.9%, therefor mulching for soil erosion control was essential after rooftop establishment in extensive sloped roof greening was proved. To raise the ratio of plant survival, complete establishment of plant root at substrate was considered essential before rooftop establishment. 4. There was a significant interaction between biomass and substrate moisture content. There were also a significant difference of substrate moisture and erosion among substrate composition. The moisture content of A6C4 was highest, the resistance to erosion of A5N3C2 was highest among substrate composition. The biomass of plants were not significantly higher in A5N3C2 and A6C4 relative to A3N3C4 and G5L3C2, For substrate moisture and erosion resistance, A5N3C2 and A6C4 were considered suitable in sloped rooftop greening without maintenance. 5. There were significant difference among roof slope direction on the substrate moisture. Especially, the substrate moisture content of $S40^{\circ}W$ was lower relative to that of $N40^{\circ}E$, that guessed by solar radiation and erosion.

• 한국안전학회지
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• 제21권1호
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• pp.114-119
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• 2006

In this study, laminated composite umbrella type roofs structures such as stadium, exhibition, auditorium and museum are analyzed. These structures have not been dealt with so far because of the difficulty in modeling. These have been analyzed mostly by a simplified method or a grid analysis in design. In this study, better results can be obtained by using shell element. The behavior of umbrella type shell roof under self weight is analyzed for various parameters such as the influence of diaphragm, diaphragm type, ${\gamma}-angle$ type, height/chord ratio of segment, slope of roofs, number of conical segment and subtended angle.