• 생명과학회지
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• 제7권2호
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• pp.134-141
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• 1997

미류나무 잎절편 조직배양에 의한 식물체 재분화에 관한 여러 가지 여인을 조사한 결과를 요약하면 다음과 같다. 1. 5가지 각기 다른 농도를 가진 培地에 줅,절편을 치상하여 側牙의 발달을 유기시킨 결과, WPM이 MS배지 보다 더 좋은 반응을 보였고 또한 배지내의 NH$_{4}$NO$_{3}$의 양은 측아 증식에 큰 영향을 미치지 않는 것으로 관찰되었다. 2. 기내에서 증식된 잎을 3부분으로9윗, 중간 그리고 및) 절단하여 2종류의 식물성장 절물질(TDZ와NAA)의 16가지의 농도배합을 사용하여 배양한 결과 TDZ0.01mg/1와 NAA 0.02 mg/1에서 가장 높은 부정줄기 형성체들이 생성되었다. 또한 잎의 윗 부분 보다는 중간과 밑부분에서 높은 부정줄기 형성체들이 생성되었는 것을 관찰하였다. 3. 3가지 탄수화물을 사용하여 부정줄기의 유기를 관찰한 바, sucrose 나 glucose보다 fructose를 첨가한 배지에서 좋은 반응을 보여 주었다.

• 대한건축학회논문집:구조계
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• 제34권1호
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• pp.79-87
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• 2018

The purpose of this study was to analyze factors influencing insulation performance of inorganic Autoclaved Lightweight Concrete(ALC) sandwich wall panels with the application of shear connectors. To analyze the effect of shear connectors on the thermal performance of sandwich wall panels, heat transfer analysis was conducted by using the three-dimensional heat transfer simulation software. Four types of shear connector such as Pin, Clip, Grid, and Truss were selected for insulation performance analysis. Thermal bridge coefficient was calculated by varying typical panel thickness and shear connector thickness and materials such as steel, aluminum, and stainless steel. The results showed that Grid and Truss type widely distributed along the section of sandwich wall panel had a great influence on the thermal bridge coefficient by changing the influence factors. Based on the results of thermal and structural performance analysis, effective heat transmission coefficient of the sandwich wall panel satisfying the passive house insulation criteria was calculated. As a result, it was found that heat transmission coefficient was increased from $0.132W/m^2{\cdot}K$ to $0.141{\sim}0.306W/m^2{\cdot}K$ depending on the shear connector types and materials. In the majority of cases, the passive house insulation criteria was not satisfied after using shear connectors. The results of this study were likely to vary according to how influence factors were set, but it is important to apply the methods that reduce the thermal bridge when there would be a possibility of greatly affecting the insulation performance.

• 대한토목학회논문집
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• 제4권1호
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• pp.59-68
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• 1984

측방변형지반(側方變形地盤)속에 일정(一定)한 간격(間隔)을 두고 일렬(一列)로 설치(設置)된 각종 단면(斷面)의 말뚝에 작용(作用)하는 측방토압(側方土壓)을 산정(算定)할 수 있는 이론식(理論式)이 유도(誘導)되고 이론식(理論式)의 특성검토(特性檢討) 및 타이론(他理論)과의 비교검토(比較檢討)가 실시(實施)된다. 줄말뚝중 두개의 말뚝사이에 있는 지반(地盤)이 Mohr-Coulomb의 강복조건(降伏條件)을 만족(滿足)시키는 소성상태(塑性狀態)에 도달하려 할 때 말뚝열(列) 전후면(前後面)에 작용(作用)하는 토압(土壓)의 차(差)를 산정(算定)함에 의하여 줄말뚝에 작용(作用)하는 측방토압산정이론식(側方土壓算定理論式)이 유도(誘導)될 수 있다. 본이론식(本理論式)에서는 특(特)히 말뚝단면형상(斷面形狀), 말뚝설치간격(設置間隔) 및 말뚝주변지반(周邊地盤)의 소성상태(塑性狀態)가 무리(無理)없이 고려(考慮)되고 있다. 그 밖에도 본연구(本硏究)를 통하여 측방토압(側方土壓)에 영향(影響)을 미치는 지반(地盤)과 말뚝에 관(關)한 몇몇 요소(要素)가 구명(究明)되고 본이론식(本理論式)의 신뢰도(信賴度)가 대단히 높다는 사실(事實)도 입증(立證)된다.

• 한국정보통신학회논문지
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• 제20권3호
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• pp.669-676
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• 2016

북한은 단거리 탄도미사일에서부터 대륙간 탄도미사일에 이르기 까지 다양한 탄도미사일을 보유하고 있다. 단거리 탄도미사일의 위협에 직접적으로 노출되어 있는 우리나라는 이러한 위협에 대응하기 위해 다양한 미사일방어체계를 구축 중이며, 레이더는 표적을 탐지하기 위한 핵심 장비이다. 표적으로부터 레이더로 수신되는 전력에 영향을 미치는 요소에는 레이더의 송신전력, 안테나 이득, 운용 주파수, 표적의 RCS(Radar Cross Section), 표적과의 거리등이 있으며, 특히 표적의 RCS와 레이더-표적 간 거리는 레이더 고유의 성능이 아닌 외적 요인에 의해 결정되는 요소이다. 따라서 레이더의 표적 탐지율 향상을 위해서는 표적의 RCS가 크게 관측되는 위치와 표적까지의 거리를 함께 고려하여야한다. 본 논문에서는 SCUD-B 탄도미사일을 기준으로 RCS 패턴을 분석하고, 미사일 비행경로와 레이더 위치에 따른 레이더 수신 전력을 분석함으로써 최적의 레이더 배치 방안을 제안하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1302-1308
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• 2010

This study the change of the safety factor before and after the reinforcement were compared by performing the parameter research based on the limit equilibrium analysis regarding the same cross section after carrying out the safety factor before the reinforcement on the virtual section in order to observe the change of the safety factor of the slop reinforced with the slope planting reinforced earth, and the variation of the safety factor according to the increase of the length of the reinforcement materials and the change of the slope height was analyzed. As the result, the reinforcement effect was insignificant at no more than 0.6 of L/H, the reinforcement length ratio when the reinforcement length was increased, as the increase of the safety factor was slow comparing with the non-reinforced slope. At 3.0m of the slope height, reinforcement on the slope is not necessary, and at 3.0m to 5.0m of the slope height, the inclination was not influencing at no less than 0.6 of L/H. At 5.0m to 9.0m of the slope height, the safety factor was mostly secured on the slope at 0.8 of L/H and the over-reinforced slope appeared at no less than 1.0 of L/H. Also, the safety factor increased as the slope height increases and the slope gets steeper till 0.8 of L/H, but the slope steepness affects more on the increase of the safety factor than the reinforcement material, as the reinforcing force by the reinforcement material became steady.

• Steel and Composite Structures
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• 제8권1호
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• pp.1-18
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• 2008

Observations from experiments and real fire indicate that restrained steel beams have better fire-resistant capability than isolated beams. Due to the effects of restraints, a steel beam in fire condition can undergo very large deflections and the run away damage may be avoided. In addition, axial forces will be induced with temperature increasing and play an important role on the behaviour of the restrained beam. The factors influencing the behavior of a restrained beam subjected to fire include the stiffness of axial and rotational restraints, the load type on the beam and the distribution of temperature in the cross-section of the beam, etc. In this paper, a simplified model is proposed to analyze the performance of restrained steel beams in fire condition. Based on an assumption of the deflection curve of the beam, the axial force, together with the strain and stress distributions in the beam, can be determined. By integrating the stress, the combined moment and force in the cross-section of the beam can be obtained. Then, through substituting the moment and axial force into the equilibrium equation, the behavior of the restrained beam in fire condition can be worked out. Furthermore, for the safety evaluation and repair after a fire, the behaviour of restrained beams during cooling should be understood. For a restrained beam experiencing very high temperatures, the strength of the steel will recover when temperature decreases, but the contraction force, which is produced by thermal contraction, will aggravate the tensile stresses in the beam. In this paper, the behaviour of the restrained beam in cooling phase is analyzed, and the effect of the contraction force is discussed.

• Geomechanics and Engineering
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• 제22권4호
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• pp.291-303
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• 2020

The deformation of the rock surrounding a tunnel manifests due to the stress redistribution within the surrounding rock. By observing the deformation of the surrounding rock, we can not only determine the stability of the surrounding rock and supporting structure but also predict the future state of the surrounding rock. In this paper, we used grey system theory to analyse the factors that affect the deformation of the rock surrounding a tunnel. The results show that the 5 main influencing factors are longitudinal wave velocity, tunnel burial depth, groundwater development, surrounding rock support type and construction management level. Furthermore, we used seismic prospecting data, preliminary survey data and excavated section monitoring data to establish a neural network learning model to predict the total amount of deformation of the surrounding rock during tunnel collapse. Subsequently, the probability of a change in deformation in each predicted section was obtained by using a Bayesian method for detecting change points. Finally, through an analysis of the distribution of the change probability and a comparison with the actual situation, we deduced the survey mark at which collapse would most likely occur. Surface collapse suddenly occurred when the tunnel was excavated to this predicted distance. This work further proved that the Bayesian method can accurately detect change points for risk evaluation, enhancing the accuracy of tunnel collapse forecasting. This research provides a reference and a guide for future research on the probability analysis of tunnel collapse.

• The Journal of Asian Finance, Economics and Business
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• 제7권9호
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• pp.389-400
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• 2020

A construction project is a designed product made up of labors, materials, and installations in the project positioned on the ground and may include the underground and ground section, and the section in water or on the water surface. It is a civil, industrial, transport, agricultural and rural development, infrastructure, or some other. A key phase in the life cycle of these construction projects is the implementation when building products are made directly with workers, equipment, materials, and managers. If there is a lack of management experience, information, and problem-solving solutions to tackle the risks faced by contractors, especially foreign ones, will fail in controlling the project's cost. This study was conducted with investigations, discussions, and evaluation of the factors that lead to cost overruns in the construction projects of international contractors in Vietnam. The principal component analysis (PCA) showed that those factors that influence cost overruns these construction projects fall into five general groups, including factors related to (i) the owners, (ii) the foreign contractors, (iii) the subcontractors and suppliers, (iv) state management, and (v) the project itself. Besides, the study proposes solutions to limit cost overruns in construction projects and improve the profitability of international contractors in Vietnam.

• Pediatric Gastroenterology, Hepatology & Nutrition
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• 제18권4호
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• pp.217-223
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• 2015

The obesity epidemic is a worldwide problem. Factors predisposing to obesity include genetics, race, socioeconomic conditions, birth by cesarean section, and perinatal antibiotic use. High protein (HP) content in infant formulas has been identified as a potential culprit predisposing to rapid weight gain in the first few months of life and leading to later obesity. In a large multicountry study the effects of lower protein (LP) formula (1.77 and 2.2 g protein/100 kcal, before and after the 5th month, respectively) were compared to those of higher protein (2.9 and 4.4 g protein/100 kcal, respectively). Results indicated that at 24 months, the weight-for-length z score of infants in the LP formula group was 0.20 (0.06, 0.34) lower than that of the HP group and was similar to that of the breastfed reference group. The authors concluded that a HP content of infant formula is associated with higher weight in the first 2 years of life but has no effect on length. LP intake in infancy might diminish the later risk of overweight and obesity. At 6 years of age HP children had a significantly higher body mass index (by 0.51; 95% confidence interval [CI], 0.13-0.90; p=0.009) and a 2.43 (95% CI, 1.12-5.27; p=0.024) fold greater risk of becoming obese than those who received the LP. In conclusion, several factors may influence development of metabolic syndrome and obesity. Breastfeeding should always be encouraged. An overall reduction of protein intake in formula non breastfed infants seems to be an additional way to prevent obesity.

• Journal of Preventive Medicine and Public Health
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• 제37권3호
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• pp.246-252
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• 2004

Objectives : Cancer is the leading cause of death in Korea. Therefore, a National Cancer Screening Program (NCSP) was launched in 1999. This study planned to evaluate the performance of the NCSP to identifying the influencing factors in relation to characteristic public health centers. Methods : To analyze the performance, the database of the NCSP records for 2002 was used. The performance index was measured by the goal achievement rate, which was defined by the real number of screenees against the expected number of screenees. Also, a survey was conducted by a self-administered questionnaire to identify the factors associated with the goal achievement rate. The questionnaire was divided into two sections. In the first section, the individual characteristics of the program coordinator in each public health center were measured, and second section was comprised of questions about the organizational characteristics associated with the NCSP. A total of 121 subjects from 241 public health centers completed the questionnaire. Results : Of the 121 public health centers (50.2% response rate), the average goal achievement rate was 72.8%. The results of the regression model showed that public health centers located in rural area (parameter estimates=38.2) and had great support from a head of center or province (parameter estimates=0.20) and tended to have higher goal achievement rates. However, the characteristics of the program coordinator, especially their knowledge of and attitude toward cancer screening, were not significantly related to the goal achievement rates. Conclusions : It appears that the most important associated factors to the goal achievement rate in the NSCP were the location of the public health center and the support for the NCSP from the head of the center or province.