• Journal of the Korean Wood Science and Technology
• /
• 제17권2호
• /
• pp.1-12
• /
• 1989

To study the structure of opposite wood in the angiosperms. samples were cut from stems and branchs of 10 spcies growing in Korea. The opposite side was defined as being along a line passing from the most wide annual ring of the tension wood on the upper side to the pith and extrapolated through the opposite side. lateral sides being on the right and left of this line. The stem woods growing almost horizontally were surveyed the structural features of the well-developed opposite wood for the tension wood. In the annual-ring of the well-developed opposite woods. an investigation was made on how the dimension of elements, microfibril angles. and cell wall layers change from tension side to opposite side. The structural characteristics of opposite wood in hardwoods realized in this study are as follows: 1. The vessel diameters increased continuously to ward the opposite side in which the values were maximum. The vessel length also increased toward opposite side. but the rates of increase were smaller than those in the vessel diameters. 2. The wood fiber length were decreased from tension toward opposite side. but the rates of decrement were f1actuated within the sampled species. 3. The microfibril angles had the minimum values on the tension side. then increased steeply toward the opposite side in which the values maximum. 4. In the percentage of elements the vessel elements increased continously at a relative rate from the tension to opposite side, whereas the values of the wood fibers were lower in the opposite than the tension side, but the' variation patterns of rays were not seem distinctly. 5. The component layers of the wood fiber in the opposite woods were very similar to the lateral woods.

• 대한지리학회지
• /
• 제43권1호
• /
• pp.71-86
• /
• 2008

공간정보를 전달하고 이해하는 과정에서 여러 가지 원인으로 의사소통의 불일치가 발생한다. 이 연구의 목적은 '맞은편' 이라는 공간언어를 통해 공간언어가 갖고 있는 의미의 모호성이 사람들 간 의사소통 문제를 일으키는 하나의 원인이 된다는 점을 실험을 통해서 증명하는 것이다. 단순화된 '사거리'를 활용하는 평가도구를 통해 실험 참가자들이 생각하는 '맞은편'은 어디이며, 그 방향이 맞은편을 얼마나 정확하게 의미하는지를 조사하였다. 본 실험은 대부분의 실험 참가자들이 한 방향 이상을 '맞은편'으로 적절하다고 판단하고 있음을 밝혔다. 이러한 결과는 '맞은편' 이라는 용어가 갖고 있는 의미의 모호성을 증명하는 것이다. 대부분의 실험 참가자들은 준거로 주어진 정사각형 건물의 수직과 수평 방향을 고르게 '맞은편'으로 고려하는 경향을 보였다. 준거가 되는 건물의 형태 변화, 준거가 되는 건물에 내재적 방향성 부여 등도 '맞은편' 의 방향을 결정하는데 의미 있는 영향을 주는 것으로 드러났다.

• Journal of the Korean Wood Science and Technology
• /
• 제13권1호
• /
• pp.3-18
• /
• 1985

한국(韓國)에서는 리기다소나무 (Pinus rigida Miller, pitch pine) 지재(枝材)의 해부학적(解剖學的)인 특성(特性)에 관한 연구(硏究)가 광학현미경적(光學顯微鏡的)인 방법(方法)을 통하여 이(李)에 의하여 1972년(年) 발표(發表)되었다. 본 연구(硏究)에서는 리기다소나무 지재(枝材)의 해부학적(解剖學的)인 특성(特性)에 관한 이(李)의 연구(硏究) 속보(續報)로써 압축이상재(壓縮異常材) (compression wood), 대응재(對應材) (opposite wood) 및 측면재(側面材) (side wood)의 횡단면(橫斷面)과 방사단면(放射斷面)상의 조직학적(組織學的) 특성(特性)을 주사전자현미경(走査電子顯微鏡)을 통하여 비교(比較) 연구(硏究)한 바 얻어진 결과(結果)를 요약(要約)하여 보면 다음과 같다. 1. 압축이상재(壓縮異常材)에 있어서 춘재(春材)로부터 추재(秋材)로의 가도관(假導管) 이행(移行)은 극점(極漸)이며 가도관(假導管)의 배열(排列) 및 크기 역시 거의 균일(均一)한 상태(狀態)를 나타내지만 대응재(對應材) 및 측면재(側面材)에 있어서는 가도관(假導管)의 이행(移行)이 급(急)하며 가도관(假導管)의 배열(排列) 및 크기도 압축이상재(壓縮異常材)의 가도관(假導管)보다 불균일(不均一)하다. 또한 대응재(對應材)의 연륜폭(年輪幅)은 압축이상재(壓縮異常材)나 측면재(側面材)의 연륜폭(年輪幅)보다 좁으며 측면재(側面材)의 횡단면(橫斷面)상 방사조직(放射組織)은 압축이상재(壓縮異常材) 및 대응재(對應材)의 방사조직(放射組織)보다 더 명확(明確)하다. 2. 압축이상재(壓縮異常材)의 가도관(假導管) 특히 춘재(春材) 가도관(假導管)이 둥근 경향(傾向)을 나타내는데 반하여 대응재(對應材) 및 측면재(側面材)의 가도관(假導管)은 다소 모난 모양을 나타낸다. 그리고 세포간극(細胞間隙) (intercellular space), 나선강(螺旋腔) (helical cavity) 및 나선형(螺旋型) (spiral check)이 압축이상재(壓縮異常材)의 춘재(春材) 및 추재(秋材)에 모두 존재하는데 반하여 대응재(對應材)에 있어서는 춘재(春材) 및 추재(秋材) 모두에 존재(存在)하지 않는다. 3. 대응재(對應材) 및 측면재(側面材)에 있어서 추재(秋材) 가도관(假導管)의 막(膜) 두께가 춘재(春材) 가도관(假導管)의 것보다는 더욱 크지만 압축이상재(壓縮異常材)의 추재(秋材) 가도관(假導管)은 그 막(膜)의 두께가 춘재(春材) 가도관(假導管)의 것과 비슷하여 대응재(對應材) 및 측면재(側面材)의 가도관(假導管)과는 달리 압축이상재(壓縮異常材)의 가도관(假導管)에는 2차막(次膜)의 $S_3$ 층(層)이 존재(存在)하지 않는다. 4. 대응재(對應材) 및 측면재(側面材)의 가도관(假導管)과는 달리 압축이상재(壓縮異常材)의 가도관(假導管)은 종종 그 선단부(先端部)가 굴곡(屈曲)되어 있으며 압축이상재(壓縮異常材)의 가도관(假導管)에 존재(存在)하는 유연막공(有緣膜孔)은 대응재(對應材) 및 측면재(側面材)의 것과는 달리 세포막(細胞膜) 내표면(內表面)의 나선상(螺旋狀) (groove)에 존재(存在)한다. 5. 대응재(對應材) 및 측면재(側面材)의 가도관(假導管)의 방사막(放射膜)에 존재(存在)하는 유연막공(有緣膜孔)은 난형(卵形)이지만 압축이상재(壓縮異常材)의 가도관(假導管)의 유연막공(有緣膜孔)은 약간 변형(變形)된 난형(卵形)을 나타낸다. 6. 측면재(側面材)의 춘재(春材)에 있어서 소형(小形) 분야막공구(分野膜孔口)는 둥근 삼각형(三角形)을 나타내며 대형(大形) 분야막공구(分野膜孔口)는 2개의 소형(小形) 분야막공구(分野膜孔口)가 합병(合倂)되어 창상(窓狀)을 나타낸다. 그러나, 대응재(對應材)의 춘재(春材)에 있어서 소형(小形) 분야막공구(分野膜孔口)는 직립(直立)의 난형(卵形)을 그리고 대형(大形) 분야막공구(分野膜孔口)는 평복(平伏)의 난형(卵形)을 나타내며 압축이상재(壓縮異常材)의 분야막공구(分野膜孔口)는 가도관측(假導管側)의 막공연(膜孔緣)으로 인하여 춘재(春材)의 것이 양편 볼록렌즈형(形)을, 추재(秋材)의 것이 슬릿 (slit)형(形)을 나타낸다.

• 대한방사선기술학회지:방사선기술과학
• /
• 제42권2호
• /
• pp.99-104
• /
• 2019

Mammography, conducted every two years, causes cancer due to regular exposure to radiation while reducing rate of death caused by breast cancer. The study evaluates the effect of breast shielding apron made to shield off scattered radiation that occurs to the breast when the opposite side breast is mammogramed. AGD was measured using ACR phantom, composed of 50% mammary glands and 50% fat, and radiation was measured before and after wearing the apron on the breast when the opposite side of the breast is mammogramed. When CC direction mammography was conducted to a breast, the AGD was 1.84 mGy. When CC direction and MLO direction mammography were done to a breast, the average dose detected from the opposite side breast from four directions(top to bottom and medial to lateral) was $140{\mu}Gy$ with maximum dose of $256{\mu}Gy$ at medial side. After putting on the apron, the dose, caused by scattered radiation, was not detected from any of the four directions. Using of breast shielding apron is expected to minimize the radiation exposure by blocking scattered radiation to the breast shielded, when mammography is done to the opposite side breast.

• 비파괴검사학회지
• /
• 제9권1호
• /
• pp.8-21
• /
• 1989

This paper presents the ultrasonic characteristics of weldment and detectability of defects of weldment in Austenitic Stainless Steel Type 304 that is composed of mostly coolant piping system in nuclear power plants. The results of this experient show as follows: 1. When the ultrasonic beam detects the defects on the side of base metal and on the opposite side of weldment, the indications which was detected on the screen show different amplitude and different metal path each. 2. The ultrasonically estimated notch depth is generally oversized than actual notch depth. 3. It is easy for the false indication to show up on the screen because of columnar structure of weldment in austenitic stainless steel. 4. The higher frequencies of transducer have more difficulties to detect the defects of the opposite side of weldment because of ultrasonic attenuation in weldment and the longitudinal transmitter-receiver transducer is the most effective in detecting the opposite side defects of weldment.

• PNF and Movement
• /
• 제14권3호
• /
• pp.195-202
• /
• 2016

Purpose: This study investigates the influence of applying proprioceptive neuromuscular facilitation (PNF) leg patterns on the activation of three types of mesogluteal fibers at the opposite side. Methods: The target subjects of this study were 19 healthy men who voluntarily agreed to participate in the program. For all subjects, the following four PNF leg patterns were applied while they were in a standing position, and then, the activation of the gluteus medius at the opposite side was measured: (1) flexion abduction internal rotation pattern, (2) flexion adduction external rotation pattern, (3) extension abduction internal rotation pattern, and (4) extension adduction external rotation pattern. In each position, a pattern was executed three times in 5 s, and the average of each measurement was used for the statistics. Results: Among the PNF leg patterns, the activation of the mesogluteal fibers at the opposite side was most significant under the application of the extension abduction internal rotation pattern. The activation of the back muscular fiber was significantly high under the application of the flexion abduction internal rotation pattern. Conclusion: Selective application of PNF leg patterns can improve the functional activity of each mesogluteal fiber.

• Journal of the Korean Wood Science and Technology
• /
• 제17권3호
• /
• pp.20-27
• /
• 1989

This experiment was made to find the peripheral variations of annualring widths, the cell dimensions, microfibril angles and bulk densities within each annual-ring of horizontal-growing young tree of beech(Betul a platyphylla var. japonica) and Oak (Quercus variabilis) from the tension to the opposite side. Also a comparision between the features of the obnormal annual ring for horizontal-growing year and normal annual ring for the straight-growing years was made. The dimension of propotion of the element, the microfibril angles and the bulk density decreased or increased continuously toward opposite side which showed minimum or maximum value. The dimension of elements the microfibril angles and the bulk density decreased or increased continuously towards opposite side which showed minimum or maximum value. The dimension of elements. the microfibril angles and the bulk density in the normal annual rings were similar to those in the lateral woods. whereas were significantly more different in the tension wood than in the opposite wood. The features of typical opposite wood in the hardwoods were influenced by the locations within the inclined stems than effects of the decrease in the annual ring width. The oppostie woods in hardwoods did not conform to the tension wood and lateral wood. The abnormal annual ring included the opposite wood, lateral wood similar to normal wood and tension wood having specialized structure even in the same annual ring.

• 대한용접접합학회:학술대회논문집
• /
• 대한용접접합학회 2004년도 춘계 학술발표대회 개요집
• /
• pp.203-205
• /
• 2004

Welding sometimes should be done inside-hull after launching. The opposite side is contacted sea-water In this case, it should be a concern that the cooling rate expected very rapid may deteriorate microstructures, and hence these microstructures are hardened, cracking happens, or toughness would be impaired. Therefore, a test program simulating the situation has been planned and welded using the ship class materials (AH32, EH36) with the related welding consumables (E71Tl-1, E81Tl-K2) and then carried out to investigate the effect of cooling rate on weldments quality. Based on the test results, it could be concluded that the welds of which the opposite side of arc is exposed to wet or flowing water are not affected by rapid cooling.

• 대한간호학회지
• /
• 제27권3호
• /
• pp.503-509
• /
• 1997

This study was undertaken to identify optimal head elevation and position in the care of the neurosurgical patient with a cerebral aneurysm. The effects of 0°. 15° and 30° head elevation and three positions (supine, side tying position opposite to the operation site, and side tying position on the same side as the operation site) on ICP was studied in fourteen neurosurgical patients with cerebral aneurysms. The results are as follows : 1. The mean intracranial pressure was significantly lower when the patient's head was elevated at 30° as compared to 0° and 15°. 2. The mean intracranial pressure was significantly lower when the patient was positioned in the supine as compared to side tying position opposite to the operation site and side tying position on the same side as the operation site. The data indicate that head elevation to 30° and the supine position reduce ICP in neurosurgical patients with cerebral aneurysm.

• Geomechanics and Engineering
• /
• 제30권6호
• /
• pp.525-538
• /
• 2022

This paper presents a more general model for T-shaped combined footings that support two columns aligned on a longitudinal axis and each column provides an axial load and two orthogonal moments. This model can be applied to the following conditions: (1) without restrictions on its sides, (2) a restricted side and (3) two opposite sides restricted. This model considers the linear soil pressure. The recently published works have been developed for a restricted side and for two opposite sides restricted by Luévanos-Rojas et al. (2018a, b). The current model considers the uniform pressure distribution because the position of the resultant force coincides with the center of gravity of the surface of the footing in contact with the soil in direction of the longitudinal axis where the columns are located. This paper shows three numerical examples. Example 1 is for a T-shaped combined footing with a limited side (one column is located on the property boundary). Example 2 is for a T-shaped combined footing with two limited opposite sides (the two columns are located on the property boundary). Example 3 is for a T-shaped combined footing with two limited opposite sides, one column is located in the center of the width of the upper flange (b₁/2=L₁), and other column is located at a distance half the width of the strip from the free end of the footing (b₂/2=b-L₁-L). The main advantage of this work over other works is that this model can be applied to T-shaped combined footings without restrictions on its sides, a restricted side and two opposite sides restricted. It also shows the deficiencies of the current model over the new model.