• Title/Summary/Keyword: 후만 변형

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Correlation of Experimental ana Analytical Inelastic Responses of 1:12 Scale Irregular High-Rise RC Buildings (1:12축소 비정형 고층 RC 건물의 비선형거동에 대한 실험과 해석의 상관성)

  • Ko, Dong-Woo;Lee, Han-Seon
    • Journal of the Earthquake Engineering Society of Korea
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    • v.11 no.2 s.54
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    • pp.95-104
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    • 2007
  • Three types of high-rise RC building structures having irregularity in the lower two stories were selected as prototypes and were performed nonlinear static analysis by using OpenSees to verify the analysis technique and to investigate the seismic capacity of those buildings. The first one has a symmetrical moment resisting frame (Model 1), the second has an infilled shear wall in the central frame (Model 2), and the third has an infilled shear wall only in one of exterior frames (Model 3). Fiber model, which consists of concrete and reinforcing bar represented from stress-strain relationship, is adapted used for simulate the nonlinearity of members, and MVLEM(Multi vertical linear element model) is used for simulate the behavior of wall. The analytical results are simulate the behavior of piloti stories well, for example, the stiffness and yield farce of piloti stories, the up-lift of wall and the variation of lateral stiffness of column due to the variation of axial forces. Overstrength of Model 2 and Model 3 are about 2 times larger than that of Model 1. The reason of the high oversttrength and ductility of Model 2 and Model 3 is that the conservative design of Model 2 and Model 3, whose beam and column sections are the same as those of Model 1. The ductilities of Model 1 and Model 3 are slightly larger than that of Model 1 and Model 3. Model 1 and Model 3 reached mechanism condition, whereas Model 2 failed to the shear failure of shear wall and the large axial forces in columns due to large overturning moment.

Development of the 3D Rail Profile Reconstruction Method Improving the Measurement Accuracy of Railway Abrasion (레일 마모도의 측정 정밀도 향상을 위한 3차원 레일 프로파일 재구성 기법 개발)

  • Ahn, Sung-Hyuk;Kim, Man-Cheol
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.533-539
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    • 2010
  • The The contactless railway abrasion measurement system have to satisfy two conditions to increase the measurement accuracy as follows. The laser region projected on the rail have to be extracted without the geometrical distortion. The mapping of the acquired laser region data on the rail profile have to be matched with the cross section of rail, exactly. But, the conventional railway abrasion measurement system is required the post image processing with a camera model and a perspective transform for the exact mapping between the cross section of rail and the coordinate data extracted from a line laser region or the raw image obtained from a camera because the image captured from the camera has an oblique viewpoint. So, the measured rail profile data had limits to the measurement accuracy because of a discontinuity point. In this Paper, we propose the 3D rail profile reconstruction method to increase the accuracy of the railway abrasion measurement system applying the modified camera model and perspective transform to the image obtained from the bidirectional rail.

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The Production, Distribution, and Utilization of Rice in Japan (일본의 쌀 생산, 유통 및 이용 현용)

  • Inouchi, Naoyoshi
    • Food preservation and processing industry
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    • v.1 no.1
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    • pp.17-26
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    • 2002
  • 일본은 기후적으로도 쌀의 생산에 적합하며 쌀은 일본의 주곡이다. 1893년 국립농업연구소가 설치된 이래로 쌀은 품질과 단보당 생산량이 꾸준히 개선되어와 116의 노동시간으로 생산량은 2.5배의 증가를 가져왔다. 이러한 진전은 재배방법의 개선, 비료, 농약, 재배기술, 기계화, 관개배수, 농지개량 등의 요인들로 볼 수 있다. 현재 일본에서 생산되고 있는 주요 쌀 품종으로는 코시히카리($35.5\%$), 히토메보레($9.7\%$), 히노히카리($9.0\%$), 아키다코마치($8.5\%$), 키라라($4.8\%$) 등 10여 품종이며 최근에는 형질전환 품종의 연구와 함께 생물공학적 연구 ,생리, 품질, 곤충과 잡초, 토양, 식품가공 등 기본적인 연구에 심혈을 기울이고 있다. 새로운 형태의 쌀 품종으로는 냉동조리쌀밥, 초밥, 레토르트룡 쌀 등 가공용으로 적합하도록 하기 위하여 아밀로오즈의 함량을 $5-15\%$로 낮춘 쌀이나 카레, 필라프, 튀김 쌀 등의 용도에 적합하도록 아밀로오스의 함량을 $30\%$이상으로 높인 쌀뿐만 아니라 곡립의 크기와 길이 등을 변형시킨 쌀, 유색미, 향미, 단백질 함량 조절 쌀, 거대 배아미, lipoxygenase 활성을 없앤 쌀, 단맛나는 쌀 등이 연구, 생산되고 있다. 일본에서의 쌀이용은 먼저 가공용 쌀을 들 수 있다. 밥, 청주, 스낵, 쌀가루, 미소발효 등 다양하게 이용이 되고 있으며 parboiled rice와 이의 색과 향을 개선한 converted rice, 현미를 이용한 가공쌀, 쌀빵, 현미가루, 세척미, 쌀국수, 쌀스낵, 당과, 죽, 쌀은 채소아 함께하는 타키코미고한, 초밥, 냉동쌀밥, 무균포장밥, 건조밥, 즉석밥 등 매우 다양하다.는 일, 쌀 재배구조 조정과 함께 높은 미질을 가지는 품종육종, 기계화를 비롯한 경작기술의 발달, 쌀과 부산물 가공기술의 개발연구, 특정기능을 함유하는 유전공학적 기술의 적용, 토지와 도시화 그리고 식량순환에 시스템의 개혁 등 과학기술을 고양하는 일 등을 들 수 있다.하는데 도움이 되리라 생각된다.=0.002)가 통계적으로 유의한 인자였다. 결론 : 본 기관에서 시행되어진 근침윤성 방광암에 대한 방광보존치료법은 기존의 근치적 방광절제술에 비하여 대등한 치료성적을 내는 동시에 $63\%$에서 장기보존이 가능하였다. 따라서 본 치료법이 방광암의 치료에 적극적으로 적용되어야 할 것으로 생각하며 향후 여러 기관이 참여하는 활발한 연구를 통해 한국인에게 가장 적절한 치료법을 개발해야 될 것으로 생각한다. B2+3, C1, C2+3군에서 수술달독군과 방사선치료 추가군의 골반종양제어율은 각각 $79\%$$75\%$ (p=0.88), $100\%$$100\%,\;44\%$$68\%$ (p=0.01)이었다. 전체 환자를 대상으로 다요인 분석을 시행한 결과 생존율과 무병생존율에 병기만이 유의하였고 두 치료 군에서도 역시 병기가 유의한 인자로 나타났다. 전체환자에서 골반종양제어율에 유의한 예후인자로 다요인분석을 시행한 결과 병기와 수술방법이 유의하였다. 수술단독군에서는 병기만이 유의하였고 방사선치료 추가군에서는 수술방법만이 유의하여 복부회음절제술군의 골반종양재발률이 높았다. 결론 : 본 후향적 연구에서 수술 후 보조적 방사선치료를 시행하여 수술단독군에 비해 병기 C2+3군에서 골반종양제어율이 향상되었음을 알 수 있었다. 그러나 병기 B2이상의 모든 환자에서 골반종양제어율 뿐만 아니라 생존율의 향상을 가져오기

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Determination and Application of Combined Genotype of Simple Sequence Repeats (SSR) DNA Marker for Cultivars of Cymbidium goeringii (춘란(Cymbidium goeringii) 품종에 대한 Simple Sequence Repeats (SSR) DNA 마커의 복합 유전자형 결정과 적용)

  • Lee, Dae-Gun;Koh, Jae-Chul;Chung, Ki-Wha
    • Horticultural Science & Technology
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    • v.30 no.3
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    • pp.278-285
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    • 2012
  • Cymbidium goeringii is one of the most important and popular species in the orchid family in north-east Asia. In the present study, we prepared multiplex PCR system, and used it for the genotyping of eight simple sequence repeats (SSR) markers (CG409, CG415, CG709, CG722, CG787, CG1023, CG1210, and CG1281) in subject with 40 samples of cultivated varieties. All the analyzed samples showed different combined genotypes. The average combined power of discrimination was very high value of $7.14{\times}10^{-10}$, and observed heterozygosity (Ho = 0.466) was similar with two wild populations of C. goeringii, which may indicate no or little occurrence of genetic change after collection from wild habitats. The present study also developed a two-dimensional barcode to express information of genotype results of eight SSR markers (SSR DNA ID). The discrimination power of DNA ID between two individuals will be statistically more than 99.999999%. The SSR DNA ID and two-dimensional barcode may be very usefully applied for the discrimination and maintence of cultivars of C. goeringii.

A Study on the Stress Induced Brittle Failure around Openings with Cross-sectional Shape by Scaled Model Test and DEM Simulation (모형시험과 개별요소법을 이용한 단면 형상에 따른 공동 주변 취성파괴에 관한 연구)

  • Bae, Seong-Ho;Jeon, Seok-Won;Park, Eui-Seob
    • Tunnel and Underground Space
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    • v.17 no.5
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    • pp.389-410
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    • 2007
  • For moderately jointed to massive rock masses, the failure and deformation behaviors around an excavated opening are absolutely influenced by the initial rock stress and strength of in-situ rock mass. The localized and progressive brittle failure around an opening does not mean whole collapse of an excavated opening. But, for many cases, it may induce temporary stopping of excavation works and reexamination of the current supporting system, which can result in delay of the entire construction works and additional construction cost. In this paper, the characteristics of the brittle failure around an opening with stress level and tunnel shape was studied by the biaxial compressive test using scaled specimen and by the numerical simulation with $PFC^{2D}$. The biaxial test results were well coincided with the stress induced failure patterns around the excavated openings observed and monitored in the in-situ condition. For the circular part of the opening wall, the stress induced cracks initially occurred at the wall surface in the direction of the minimum principal stress and contributed to the localized notch shaped failure region having a certain range of angle. But for the corner and straight part of the opening wall, the cracks initiated at sharp corners were connected and coalesced each other and with existing micro cracks. Further they resulted in a big notch shaped failure region connecting two sharp corners.

수직방향으로 적층된 InAs 양자점의 광학적 특성

  • 김광무;노정현;박영민;박용주;나종범;김은규;방정호
    • Proceedings of the Korean Vacuum Society Conference
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    • 1999.07a
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    • pp.93-93
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    • 1999
  • 양자점(Quantum dot : QD)를 이용한 소자를 만들기 위해서는 수직방향으로의 적층이 필수적이다. 양자점의 적층은 수직적으로 같은 위치에 정렬하므로, 고려되어야 할 요소로는 양자점간의 파동함수의 중첩(coupling)에 의한 특성변화, 적층의 진행에 따른 변형(strain)의 증가로 기인되는 volcano 모양으로 나타나는 결함등이 있다. 이러한 결함은 nonradiative recombination center로 작용하여 오히려 효율이 떨어지게 되는 현상이 발생하게 되므로 본 연구에서는 적층횟수에 따른 발광효율의 변화를 조사하여 소자응용에 적절한 적층 조건을 조사하였다. 시료성장은 molecular beam epitaxy (MBE) 장치를 이용하여 GAs(100) 기판위에 GaAs buffer를 58$0^{\circ}C$에서 150nm 성장후 InAs/GaAs 양자점과 50$0^{\circ}C$에서 적층회수 1, 3, 6, 10, 15, 20회로 하였으며 적층성장 이후 GaAs cap layer를 성장하였다. GaAs spacing과 cap layer의 성장온도 역시 50$0^{\circ}C$이며 시료의 분석은 photoluminescence (PL)과 scanning transmission electron microscope (STEM)으로 하였다. 적층횟수를 바꾸어 시료를 성장하기 전에 적층횟수를 10회로 고정하고 spacing 두께를 2.8nm, 5.6nm, 11.2nm로 바꾸어 성장하여 PL 특성을 관찰하여본 결과 spacing이 2.8nm인 경우 수직적으로 정렬된 양자점 간에 coupling이 매우 커서 single layer QD의 PL peak에 비해 약 100nm 정도 파장이 증가하였고, spacing의 두께가 11.2nm 일 경우는 single layer QD와 거의 같은 파장의 빛을 방출하여 중첩이 거의 일어나지 않지만 두꺼운 spacing때문에 PL세기가 감소하였다. 한편, 적층회수에 따른 광학적 특성을 PL로 조사하여 본 결과 peak 파장은 적층횟수가 1회에서 3회로 증가했을 때는 blue shift 하다가 이후 적층이 증가함에 따라 red shift 하였다. 그리고 10층 이상의 적층에서는 excited state에서 기인된 peak이 검출되었다. 이렇나 원인은 적층수가 증가함에 따라 carrier life time이 증가하여 exciter state에 carrier가 존재할 확률이 증가하기 때문으로 생각된다. 또한 PL 세기가 다소 증가하다가 10층 이상의 경우는 다시 감소함을 알 수 있었다. 반치폭도 3층과 6층에서 가장 적은 값을 보였다. 이와 같은 결과는 결함생성과 관련하여 STEM 분석으로 해석되어질 수 있는데 6층 적층시는 양자점이 수직적으로 정렬되어 잘 형성됨을 관찰할 수 있었고 적층에 따른 크기 변화도 거의 나타나지 않았다. 그러나 10층 15층 적층시 몇가지 결함이 형성됨을 볼수 있었고 양자점의 정렬도 완전하게 이루어지지 않음을 볼 수 있었다. 그러므로 수직적층된 InAs 양자점의 광학적 특성은 성장조건에 따른 결함생성과 밀접한 관련이 있으며 상세한 논의가 이루어질 것이다.

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Estimation of Spectral Distribution of Illumination Using Maximum Achromatic Region (최대 무채색 영역을 이용한 광원의 분광분포 추정)

  • Kim, Hui-Su;Kim, Yun-Tae;Lee, Cheol-Hui;Ha, Yeong-Ho
    • Journal of the Institute of Electronics Engineers of Korea SP
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    • v.38 no.4
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    • pp.392-400
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    • 2001
  • This paper proposes an illuminant estimation algorithm that estimates the spectral power distribution of an incident light source from a single image. The proposed illumination recovery procedure has two phases. First, the surface spectral reflectances are recovered in the maximum achromatic region (MAR) which is the most achromatic and highly bright region of an image after removing partially the effect of illumination using a modified gray world algorithm. Here, the surface reflectances of MAR are estimated using the principal component analysis method along with a set of given 1269 Munsell samples. Second, the Population of reflected lights is determined with 1269 Munsell samples and a set of illuminations then the spectral distribution of re(looted lights of MAR is selected from the spectral database. That is, color differences are compared between the reflected lights of the MAR and the spectral database, which is the set of reflected lights built by the given set of Munsell samples and illuminants. Then the closest colors from the spectral database are selected. Finally, the illuminant of an image can be calculated dividing the average spectral distributions of reflected lights of MAR by the average surface reflectances of the MAR. In order to evaluate the proposed algorithm, experiments with artificial scenes, which are exposed to chromatic illuminants, were performed and the spectral distribution of estimated illumination and color difference are compared with results of the conventional method.

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Carrying Capacity Behavior of Instrumented PC Piles (시험 콘크리트 말뚝의 지지력 거동)

  • 이영남;이종섭
    • Geotechnical Engineering
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    • v.14 no.5
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    • pp.163-172
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    • 1998
  • To study the carrying capacity behavior of pile, dynamic pile testis and static load tests were carried out on two instrumented piles during and some time after pile driving. Cone Penetration Test( CPT) and Standard Penetration Test(SPT) were also performed at the test site before pile tests to investigate the relationship between unit skin friction of piles and cone tip resistance values and SPT N values. Total static capacity of pile reached the ultimate stage at the pile head settlement of about 0.055D (D : Pile diameter), at which skin friction of Pile already Passed the maximum value, but the end bearing was still increasing with the pile head settlement. The carrying capacity of pile increased in the form of natural logarithmic function with the time after pile driving. The increase in skin friction with time was very substantial the increase in skin friction 40 days after pile driving was 4.6 times of that determined during pile driving. The contribution of skin friction to the total capacity twas insignificant in the beginning, but became substantial 40 days after pile driving. This implies that the tested pile initially responded as an end bearing pile and later behaved as a friction pile. It was also noted that unit skin friction of pile might be ielated to cone tip resistance values(q.) and SPT N values, though the coefficient of this relationship might differ from one soil group to another and was somewhat greater than the value used in the design practice of Korea.

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Field Installation Test of the Circular Steel Cofferdam Using Suction Pressure (석션압을 이용한 원형강관 가물막이 현장설치 실험)

  • Kim, Jae-Hyun;Xin, Zhen-Hua;Lee, Ju-Hyung
    • Journal of the Korean Geotechnical Society
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    • v.36 no.10
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    • pp.5-19
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    • 2020
  • With increasing demand for offshore structures, the demand for temporary structures to help the offshore construction work has increased. A cofferdam is a temporary barrier to stop the inflow of water in the construction site and allows working in the dry condition when the construction is done within the water. However, it is a major cause of construction delays and increased costs because additional works are required to block the water inflow. Recently, in order to overcome the limitations of the conventional cofferdam methods and to increase economic efficiency, a large-diameter steel cofferdam method has been proposed which can be installed quickly in the seabed by using the suction pressure. In this circular steel cofferdam method, the top side of the cofferdam including the top-lid is always exposed above the sea level in order to use it as a water barrier, unlike the conventional suction bucket foundation. After installation, the top-lid of the cofferdam is removed and the water filled inside the cofferdam is discharged to make the interior dry condition. In this study, the circular steel cofferdam with a 5 m inner diameter was fabricated and the installation tests were conducted at the Saemaguem test site. During the experiment, variation of suction pressure, leakage between connections, structure deformation, and inclination of the steel cofferdam were measured and post-analyzed. This study verified the new circular steel cofferdam method and confirmed that the suction installation method can be successfully used for various purposes on offshore structures.

EARLY TREATMENT OF THE POSTERIOR CROSS-BITE: A CASE REPORT (구치부 반대교합의 조기치료에 대한 치험례)

  • Lee, Eun-Mi;Kang, Dong-Kyun;Kim, Tae-Wan;Kim, Young-Jin;Nam, Sun-Hyun;Kim, Hyun-Jung
    • Journal of the korean academy of Pediatric Dentistry
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    • v.35 no.2
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    • pp.357-366
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    • 2008
  • Posterior cross-bite is a relatively frequent malocclusion in primary and early mixed dentition and the reported prevalence of posterior cross-bite varies from 7% to 23%. It has been defined as a transverse discrepancy in arch relationship which the palatal cusp of the upper posterior teeth do not occlude in the central fossa of the opposing lower teeth, and can be manifested in a single tooth or in a group of teeth. Posterior cross-bite does not often self-correct and therefore immediate treatment is recommended. Occlusal adjustment to eliminate premature contact that causes mandibular deviation, expansion of narrow maxillary arch, arrangement of the individual teeth to treat asymmetry within the dental arch are the methods of treating cross-bite. In the present case, functional posterior cross-bite was observed in the primary and the early mixed dentition children. The children were treated by the slow maxillary expansion and occlusal adjustment. The outcome of periodic examinations after the correction of cross-bite was favorable.

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