• 한국자원식물학회지
• /
• 제22권4호
• /
• pp.299-303
• /
• 2009

넓은잎큰조롱의 두둑높이에 따른 생산성 및 품질향상을 위하여 재배법 확립의 기초자료로 제공하고자 두둑높이를 달리하여 2005년부터 3년간 시험한 결과, 만장, 엽장, 엽폭, 엽수, 엽록소함량, 경엽 건물중은 두둑높이가 높을수록 양적인 증가를 가져왔으나, 경태와 분지수는 두둑높이가 낮을수록 굵거나, 많은 경향이었다. 근수와 근장은 두둑높이 20 cm까지는 두둑높이가 높을수록 많거나, 길었으나, 20 cm 이상의 두둑높이에서는 생육량이 감소하였으며, 근태는 두둑높이가 낮을수록 굵어지는 경향이었다. 비상품근 중 세근은 두둑높이 20 cm에서 다소 많았으며, 부패근은 두둑높이가 낮을수록 많은 경향이었고, 근수량은 두둑높이 20 cm내지 30 cm 까지는 두둑높이가 높을수록 증수되어 두둑높이 10 cm의 515 kg/10a 대비 3%, 11% 증수되었다.

• Steel and Composite Structures
• /
• 제48권4호
• /
• pp.367-383
• /
• 2023

A coupled wall consists of two or more reinforced concrete (RC) shear walls (SWs) connected by RC coupling beams (CBs) or steel CBs (hybrid-coupled walls). To fill the gap in the literature on the plastic hinge length of coupled walls, including coupled and hybrid-coupled shear walls, a parametric study using experimentally validated numerical models was conducted considering the axial stress ratio (ASR) and coupling ratio (CR) as the study variables. A total of sixty numerical models, including both coupled and hybrid-coupled SWs, have been developed by varying the ASR and CR within the ranges of 0.027-0.25 and 0.2-0.5, respectively. A detailed analysis was conducted in order to estimate the ultimate drift, ultimate capacity, curvature profile, yielding height, and plastic hinge length of the models. Compared to hybrid-coupled SWs, coupled SWs possess a relatively higher capacity and curvature. Moreover, increasing the ASR changes the walls' behavior to a column-like member which decreases the walls' ultimate drift, ductility, curvature, and plastic hinge length. Increasing the CR of the coupled SWs increases the walls' capacity and the risk of abrupt shear failure but decreases the walls' ductility, ultimate drift and plastic hinge length. However, CR has a negligible effect on hybrid-coupled walls' ultimate drift and moment, curvature profile, yielding height and plastic hinge length. Lastly, using the obtained results two equations were derived as a function of CR and ASR for calculating the plastic hinge length of coupled and hybrid-coupled SWs.

• 한국산림과학회지
• /
• 제99권2호
• /
• pp.204-212
• /
• 2010

This study was performed in 22 unthinned Larix olgensis plantations in northeast China. Data were collected on 95 sample trees of different canopy positions and the diameter at breast height ($d_{1.3}$) ranged from 5.7 cm to 40.2 cm. The individual tree models for the prediction of vertical distribution of live crown, branch and needle biomass were built. Our study showed that the crown, branch and needle biomass distributions were most in the location of 60% crown length. These results were also parallel to previous crown studies. The cumulative relative biomass of live crown, branch and needle were fitted by the sigmoid shape curve and the fitting results were quite well. Meanwhile, we developed the crown ratio and width models. Tree height was the most important predictor for crown ratio model. A negative competition factor, ccf and bas which reflected the effect of suppression on a tree, reduced the crown ratio estimates. The height-diameter ratio was a significant predictor. The higher the height-diameter ratio, the higher crown ratio is. Diameter at breast height is the strongest predictor in crown width model. The models can be used for the planning of harvesting operations, for the selection of feasible harvesting methods, and for the estimation of nutrient removals of different harvesting practices.

• 한국지반공학회논문집
• /
• 제34권12호
• /
• pp.71-82
• /
• 2018

본 연구는 측방이동으로 인한 구조물의 안정성에 영향을 주는 각 인자(성토 높이, 성토부로부터 지하매설물까지의 이격 거리, 연약지반의 깊이, 연약지반의 압축지수 및 팽창지수)별에 대한 합리적이고 경제성 있는 보강길이를 제시하였다. 이러한 결과들을 토대로 각 인자들의 영향 정도를 파악하고, 어떠한 인자가 측방이동에 가장 영향을 미치는가를 파악하였다. 유한요소 해석프로그램을 이용하여 연약지반 상에 성토가 이루어지는 경우의 단면을 모델링하여 해석을 수행하였으며, 연약지반의 보강은 심층혼합공법(DCM)을 이용하였다. 그 결과 성토 높이 증가에 따른 보강길이의 증가율은 약 9~50%, 연약지반 심도 증가에 따른 보강길이의 증가율은 약 13~30%, 성토부로부터 지하 매설물의 이격 거리 감소에 따른 보강길이의 증가율은 약 7~25%, 압축지수 증가에 따른 보강길이의 증가율은 약 3~25%로 나타났다. 또한 각 인자별로 서로에 대한 영향성을 분석하였다. 그 결과 연약지반 심도의 보강길이 최대 최소 기울기비는 이격거리 변화에 큰 영향을 받았으며 이외의 인자들은 연약지반 심도의 변화에 따라 최대 최소 기울기 비가 큰 영향을 받았다. 한편 연약지반의 심도가 깊어질수록 성토높이에 따른 보강길이의 최대-최소기울기의 비는 3.75, 이격 거리에 따른 보강길이의 최대-최소기울기의 비는 4.3, 압축지수에 따른 최대-최소기울기의 비는 2.5로 나타났다. 이를 통해 세 개의 인자는 연약지반의 심도에 대한 영향을 크게 받는 것으로 확인되었다.

• 대한가정학회지
• /
• 제12권2호
• /
• pp.621-631
• /
• 1974

The objective of the study was to obtain standard sizes of body of the high school girls for designing clothes and developing pattern grading of clothes. In 1972, 342 students, selected by the stratified cluster random sampling method, at three high schools in Seoul were measured on forty-one items by the R. Martin method. Statistical techniques of mean, standard deviation, coefficient variable, maximum and minimum, range, t-test were utilized to analyze the data. The findings of the study were as follows ; 1. No differences were found among the age groups in the all measured variables. 2. Stature, bust girth, hip girth, acromion width, posterior waist girth/stature ratio of the high school girls were significantly smaller than those sizes of adult women. This result implies that those sizes will be increased as the students grow up. But upper arm girth, upper arm girth/bust girth ratio, and thigh girth/bust girth ratio were bigger than those sizes of adult women. Waist girth, thigh girth, total head height/stature ratio, acromion width/stature ratio, and foot length/stature ratio were nearly similiar to those of adult women. 3. According to the result of t-test, waist breadth, spinailiaca anterior height/stature ratio, thigh girth/bust girth ratio, and thigh/hip girth ratio of the 15 year old group were significantly different from those of the 16 year old group at the level of 0.05. Bust girth, weight, foot breadth, posterior croth length, and cervical height/stature ratio of the 16 year old group were significantly different from those of the 17 year old group at the level of 0.01. Hip girth, upper arm girth, waist breadth/stature ratio, and neck base girth/bust girth ratio of the 16 year old group were significantly different from those of the 17 year old group at the level of 0.05.

• 산업기술연구
• /
• 제19권
• /
• pp.59-65
• /
• 1999

This study is to analyze turbulent flow over a backward-facing step in a rectangular duct. The side wall effects on the internal flow were determined by varying the aspect ratio(defined as the step span-to-height ratio) from 1 to 20. In the flow behind a backward-facing step, separation, recirculation and redeveloping is occurred frequently. These phenomena appear in a particular variation by varying the aspect ratio. The results show that the aspect ratio has an influence on the velocity and reattachment length. When the AR is increased, the reattachment length is increased. For 6 over aspect ration, the rate of increase is decreased. The length of recirculation in the upper corner is increased, as the increase of aspect ration. It's width is not changed in the variation of aspect ration. The transverse, streamwise and spanwise velocities were decreased along the flow down stream of the step.

• 한국연소학회지
• /
• 제12권1호
• /
• pp.1-10
• /
• 2007

Analytical investigation of acoustic wave scattering from turbulent premixed flames was conducted to evaluate the acoustic energy amplification/damping. Such acoustic energy change is attributed to the acoustic velocity jump due to flame's heat release. Small perturbation method up to second order and stochastic analysis were utilized to formulate net acoustic energy and the energy transfer from coherent to incoherent energy. Randomly wrinkled flame surface is responsible for the energy transfer from coherent to incoherent field. Nondimensional parameters that govern net acoustic energy were determined: rms height and correlation length of flame front, incident wave frequency, incidence angle, and temperature ratio. The dependence of net acoustic energy upon these parameters is illustrated by numerical simulations in case of Gaussian statistics of flame front. Total net energy was amplified and the major factors that affect such energy amplification are incidence angle and temperature ratio. Coherent (incoherent) energy is damped (amplified) with rms height and correlation length of flame front.

• 대한기계학회논문집B
• /
• 제24권5호
• /
• pp.744-752
• /
• 2000

The influence of arrangement and length of discrete ribs on heat/mass transfer and friction loss is investigated. Mass transfer experiments are conducted to obtain the detailed local heat/mass transfer information on the ribbed wall. The aspect ratio (width/height) of the duct is 2.04 and the rib height is one tenth of the duct height, such that the ratio of the rib height to hydraulic diameter is 0.0743. The ratio of rib-to-rib distance to rib height is 10. The discrete ribs were made by dividing each continuous rib into 2, 3 or 5 pieces and attached periodically to the top and the bottom walls of the duct with a parallel orientation The combined effects of rib angle and length of the discrete ribs on heat/mass transfer ae considered for the rib angles $({\alpha})\;of\;90^{\circ}\;and\;45^{\circ}$. As the number of the discrete ribs increases, the uniformity of the heat/mass transfer distributions increases. For $(\alpha})=90^{\circ}$, the heat/mass transfer enhancement with the discrete ribs is remarkable, while the heat/mass transfer performances are slightly higher than that of the transverse continuous ribs due to the accompanied high friction loss penalty. For $(\alpha})=90^{\circ}$, the average heat/mass transfer coefficients and the heat/mass transfer performances decrease slightly with the discrete ribs compared to the case of the angled continuous ribs.

• EDISON SW 활용 경진대회 논문집
• /
• 제5회(2016년)
• /
• pp.513-515
• /
• 2016

There are various walking devices based on Theo Jansen mechanism. And these systems controlled by complicate equations. So we decided to optimize the design of walking device with two points of view. The device is required to ensure stability while maintaining the high speed. To simplify the control system, we applied trigonometric ratio with ideal Jansen trajectory. As a result, we were able to draw the connection between height of barrier and Ground Length (GL). Also we could change traveling distance and Ground Angle Coefficient (GAC) by shifting the position of the joints. Through controlling these parameter, we can analyze stability and speed of the device. Ultimately, we develop the device that can walk more efficiently by the optimization process.

• 한국안전학회지
• /
• 제31권1호
• /
• pp.74-80
• /
• 2016

In this paper, structural characteristics for an extradosed prestressed concrete box girder bridge are investigated in terms of selective parameters. These parameters are mainly associated with the structural details of the extradosed bridge and derived from currently available literatures regarding previous design drawings. The analyses have been carried out using general-purpose structural analysis program, RM-Space Frame. The parameters evaluated for the present study represent the most salient features of the extradosed bridge and are as follows; 1) span length ratio(side-span length to center-span length), 2) boundary condition of girder, 3) height of pylon, 4) anchorage location of external cables and 5) girder stiffness. The analytical predictions indicate that span length ratio and pylon height are reasonably adequate in the range of 0.55 to 0.60 and $L_m/8$ to $L_m/12$ respectively for the bridge under consideration. Also, demonstrated is the boundary condition of girder, in which rigid-connection details give more efficiency than the continuous details. In addition, considering structural characteristics of the extradosed bridge, it is desirable that the girder stiffness should be determined by the stress range of external cables rather than bending moment of girder.