• The Journal of Korean Physical Therapy
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• 제5권1호
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• pp.3-8
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• 1993

The purpose of this study was to investigate the specificity of the effort of massage on hamstring muscles extensibility a9 measured by fingertip to floor test. The participant were healthy young men(n=25). Manual massage was applied to the posterior aspects of the both thigh (hamsting portion) during 20 mins. We measured four times ; that is, after rest 20 mins-before massage, immediately after massage, immediately after massage and 20 mins. after massage. As the middle fingers are reaching beyond the floor level, the level was considered as ( + ) level. And the middle fingers did not touch the 리oor, the level was considered as ( - ) level. Results were as fellows : 1) There was significant difference between group 1 and group 2(P<0.05), 2) There was no significant difference between group 2 and group 3(P>0.05). 3) There was no significant difference between group 3 and group 4(P>0.05). Therefore, the extensibility of hamstring muscles was increased after massage more than rest during 20 mins, before massage, and the effects of massage application were prolonged during 20 mins, after massage.

• Imaging Science in Dentistry
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• 제45권4호
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• pp.233-240
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• 2015

Purpose: This study investigated maxillary third molars and their relation to the maxillary sinus using panoramic radiography and cone-beam computed tomography (CBCT) Materials and Methods: A total of 395 maxillary third molars in 234 patients were examined using panoramic radiographs and CBCT images. We examined the eruption level of the maxillary third molars, the available retromolar space, the angulation, the relationship to the second molars, the number of roots, and the relationship between the roots and the sinus. Results: Females had a higher frequency of maxillary third molars with occlusal planes apical to the cervical line of the second molar (Level C) than males. All third molars with insufficient retromolar space were Level C. The most common angulation was vertical, followed by buccoangular. Almost all of the Level C molars were in contact with the roots of the second molar. Erupted teeth most commonly had three roots, and completely impacted teeth most commonly had one root. The superimposition of one third of the root and the sinus floor was most commonly associated with the sinus floor being located on the buccal side of the root. Conclusion: Eruption levels were differently distributed according to gender. A statistically significant association was found between the eruption level and the available retromolar space. When panoramic radiographs showed a superimposition of the roots and the sinus floor, expansion of the sinus to the buccal side of the root was generally observed in CBCT images.

• 한국소음진동공학회논문집
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• 제14권7호
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• pp.632-638
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• 2004

In order to evaluate the effect of blasting vibration in buildings and it's resident located around blasting construction field in urban area, blasting vibration characteristics were measured by the vibration level, vibration velocity. The 250g and 750g of charged powder were used at the apartment and at the ground, respectively. In the measurement of the ground, 2 (perpendicularity) axis was the highest value in vibration level, but vertical direction was the highest value at 25 m point and longitudinal direction was the highest value at 50 m point in vibration velocity. The amount of measurement was high value when measuring point is higher than blasting source, while that of measurement was low value when measuring point is lower than blasting source. In the measurement of the apartment, Z axis was the highest value in vibration level, but in vibration velocity transverse direction was the highest value at ground, was vertical direction at 1st floor, was longitudinal direction at 3rd floor and was vertical and longitudinal direction at 5th floor. The vibration level and the vibration velocity of 50 m point showed higher correlation value than 25 m point at the ground, but those of 25 m point showed higher correlation value than 50 m point at the apartment.

• 한국음향학회지
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• 제43권1호
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• pp.60-71
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• 2024

본 연구는 일반적인 평평한 에틸렌 비닐 아세테이트(Ethylen Vinyl Acetate, EVA) 완충재의 형상을 변화시켜 다양한 차음소재와 조합하여 복합구조의 바닥충격음 변화를 조사하는 데에 목적이 있다. 바닥충격음 저감에 효과적인 완충재를 선정하기 위해 Flat, Deck, Cavity type의 EVA, EPS, PET 흡음재, PP판넬, 고무발판 등 다양한 완충재를 조합하여 뱅머신을 이용한 1차 실험을 진행하였다. 1차 실험 데이터에 대해 통계분석한 결과 완충재 두께가 40 mm에 가까울수록 바닥충격음 저감효과가 증가하였으며 PET 흡음재, PP시트, 고무발판 등을 조합한 복합완충재에서 바닥충격음 효과가 증가하는 것을 알 수 있었다. 이에따라 2차 실험에서 모든 복합완충재의 두께는 40 mm로 통일하였으며, 1차 실험에 사용된 Flat, Deck, Cavity type 및 EVA를 발판형태로 가공한 Mount type 등 4가지 형태의 복합완충재를 설계하였다. 또한, Mount type을 제외한 3가지 기본 형태에서 각각 PET 흡음재(7 mm)를 추가했을 시 바닥충격음 변화를 살펴보았으며, Mount type의 경우 EVA발판 개수에 따른 바닥충격음 변화에 대해 고무공 충격원을 이용한 2차 실험을 진행하였다. 모든 실험은 공인인증시험기관의 목업실험실에서 진행하였다. 실험 결과, 기본형태의 Flat, Deck, Cavity type에서 PET를 추가할 경우 통계적으로 경량 5 dB ~ 9 dB, 중량 1 dB ~ 5 dB의 저감효과가 나타난 것을 알 수 있었다. 특히, Mount type의 경우 발판 수가 36개 이상일 때 경량 및 중량충격음에서 우수한 것으로 나타났다. 또한, 4가지 기본형태에 따라 동탄성계수가 높아질수록 바닥충격음의 저감이 증가하는 것으로 나타났다.

• 한국경영과학회:학술대회논문집
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• 대한산업공학회/한국경영과학회 1995년도 춘계공동학술대회논문집; 전남대학교; 28-29 Apr. 1995
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• pp.515-528
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• 1995

Slips and falls are the major causes of the pedestrian injuries in the industry and the general community throughout the world. With the awareness of these problems, the friction coefficients of the interface between floorings and footwear have been measured for the evaluation of slip resistant properties. During this measurement process, the surface texture has been shown to be substantially effective to the friction mechanism between shoe heels and floor surfaces under various types of walking environment. Roughness, either of the floor surface or shoe heels, provides the necessary drainage spaces. This roughness can be designed into the shoe heel but this is inadequate in some cases, especially a wear. Therefore, it is essential that the proper roughness for the floor surface coverings should be provided. The phenomena that observed at the interface between a sliding elastomer and a rigid contaminated floor surface are very diverse and combined mechanisms. Besides, the real surface geometry is quite complicate and the characteristics of both mating surfaces are continuously changing in the process of running-in so that a finite number of surface parameters can not provide a proper description of the complex and peculiar shoe - floor contact sliding mechanism. It is hypothesised that the interface topography changes are mainly occurred in the shoe heel surfaces, because the general property of the shoe is soft in the face of hardness compared with the floor materials This point can be idealized as sliding of a soft shoe heel over an array of wedge-shaped hard asperities of floor surface. Therefore, it is considered that a modelling for shoe - floor contact sliding mechanism is mainly depended upon the surface topography of the floor counterforce. With the model development, several surface parameters were measured and tested to choose the best describing surface parameters. As the result, the asperity peak density (APD) of the floor surface was developed as one of the best describing parameters to explain the ambiguous shoe - floor interface friction mechanism. It is concluded that the floor surface should be continuously monitored with the suitable surface parameters and kept the proper level of roughness to maintain the footwear slip resistance. This result can be applied to the initial stage of design for the floor coverings.

• 치과방사선
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• 제14권1호
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• pp.17-26
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• 1984

The purpose of this study was radiographic analysis of the morphology of maxillary sinus in adolescents and adults. In order to analize the morphology of maxillary sinus in view point of anteroposterior width of medial wall, vertical distance between antral floor and nasal floor level, anterior extension, distance between antral floor and maxillary 1st molar apex, and types of lower border of maxillary sinus, specialized maxillary projection and periapical view with paralleling technique was taken. The author examined orthopantomograms and intraoral standard views taken from 400 adolescents and adults ranged 15-65 year-old. The obtained results were as follows: 1. The antero-posterior width of medial wall of maxillary sinus was 32.80mm in 15-19 year-old group, 33.86㎜ in 20-24 year-old group, 34.09㎜ in 25-29 year-old group, and 33.67㎜ in 30-65 year-old group, and the left maxillary sinus was somewhat smaller than the right. 2. The vertical distance between antral floor and nasal floor level was 8.49㎜ in 15-19 year-old group, 9.05㎜ in 20-24 year-old group, 8.95㎜ in 25-29 year-old group, and 8.32㎜ in 30-65 year-old group. 3. The order of anterior extension of maxillary sinus were distal half of canine, mesial half of canine, mesial half of 1st premolar, and distal half of 1st premolar. 4. The distance between antral floor and maxillary 1st molar were 4.36㎜ in 15-19 year-old group, 4.77㎜ in 20-24 year-old group, 3.58㎜ in 25-29 year-old group, and 2.33㎜ in 30-65 year-old group. 5. The order of the types of lower border of maxillary sinus were entire downward type, close type, partially downward type, waving type, separating type, and indistinct. In the types of antral floor, there was a tendency to increase the seperating type with age.

• 한국소음진동공학회논문집
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• 제21권9호
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• pp.805-812
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• 2011

This study investigated the characteristics of heavy-weight floor impact sounds of box-frame type structure using 1:10 scale model. Ten types of floor structures(bare slabs and floating floors) were evaluated in terms of dynamic stiffness and loss factor. Floor vibrations and radiated sounds generated by simulated impact source were also measured. The results showed that the bakelite was appropriate for simulating concrete slab in the 1:10 scale model, and surface velocity and sound pressure level of concrete slab measured from the scale model showed similar tendencies with the results from in-situ in frequency domain. It was also found that dynamic behaviors of layered floor structures in the 1:10 scale model were similar to those in a real scale. Therefore, the use of 1:10 scale model would be useful for evaluating the heavy-weight floor impact sound insulation of layered floor structures when the frequency-dependent dynamic properties of each material are known.

• 토지주택연구
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• 제11권2호
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• pp.69-74
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• 2020

The purpose of this study is to investigate the effect of floor area ratio incentive system for Long-life housing certification system by simulation of five recently built apartment complexes. Apartments that are certified as superior in Long-life housing can receive 10% of the floor are incentive in Seoul. However, the difference between base and permitted floor area ratio are in general residential area of class 2 and 3 is not more than 20%. limit of feasible allowance incentive is limited. Even if there is an unrealized permitted floor area ratio, there is no reason to apply the Long-life housing certification system preferentially. Because the items of the floor area ratio incentive provided by the District Unit Plan are various, it shows that the floor space ratio incentive for Long-life housing certification system has little effectiveness. To enhance the feasibility of incentives for the Long-life housing certification system, improvement in the urban planning level, including district unit planning, including the design criteria for apartments in Seoul, is needed.

• 대한환경공학회지
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• 제28권11호
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• pp.1198-1206
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• 2006

본 연구는 국내 도시개발 및 택지개발에서 많이 사용되고 있는 국립환경과학원식('99)에 대한 평가 및 검증을 수행하였다. 국립환경과학원식(NIER('99))은 두 변수 사이의 일차적인 관계가 얼마나 강한 정도를 제시하기 위해 결정계수($R^2$)와 표본 Pearson 상관계수(r)를 실측치와 예측치를 토대로 층별로 평가한 결과 1층 92.4%(r=0.96), 3층 38.7%(r=0.66), 5층 42$(r=0.65), 7층 7.5%(r=0.27), 10층 28.4%(r=0.53), 13층 35.6%(r=0.60), 15층 52.7%(r=0.73) 등의 결과를 보였다 선형 회귀를 통해 반응 변수(Y)와 예측 변수(X) 사이의 선형 관계를 조사하여 모형화하고 검증하기 위한 결과 1층을 제외한 모든 층에서 종속변수를 설명할 수 있는 기여율이 60% 이하로 회귀모형의 설명력이 상당히 떨어지는 것이 1.5 m 이상 높이에서 예측식 수립이 필요할 것으로 판단된다. 또한 등분산성을 토대로 잔차(residual) 대 적합지(fitted value)를 선택하여 예측식을 검증한 결과 1층의 경우 이상적 분포로 적합치에서 잔차들이 -5와 5 사이에 분포되어 있지만 1층을 제외한 나머지 층에 대해서는 이분산 혹은 비선형 분포로 잔차들이 -5에서 5사이에 분포되고 있는 것을 확인 할 수 있었다.

• 한국주거학회:학술대회논문집
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• 한국주거학회 2003년도 정기총회 및 추계학술대회
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• pp.77-81
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• 2003

This paper is contents about vibration character that produce floor slab make up of concrete when played striking at each location. An experiment was achieved in apartment house just before occupancy which build newly to 100m$^2$ scale. Vibration level plays striking in whole 9 places and measured vibration character of x, y, z direction. As the result, vibration level of verticality direction showed high than horizontality direction.