• 멤브레인
• /
• 제6권3호
• /
• pp.117-126
• /
• 1996

Membrane-based gas separation systems are now widely accepted and employed as unit operation in industrial gas, chemical, and allied industries. Following their successful commercialization in the late seventies to recover hydrogen from ammonia purge gas streams, membrane-based systems have gained acceptance in a wide variety of applications. Numerous systems are in operation today to: recover hydrogen from other purge gas and hydrocarbon streams; adjust the $H_{2}/CO$ ratio in syngas; remove $CO_{2}$ from natural gas; recover helium; dry gas streams; and separate air. Lower cost, ease of operation, operational flexibility and portability are a few of the reasons membrane-based systems are chosen over absorption and cryogenic-based separations in certain applications.

• 대한전기학회논문지
• /
• 제45권1호
• /
• pp.123-130
• /
• 1996

Due to high payload capacity and high length-to -cross-section ratio requirements, long-reach manipulator systems are expected to exhibit significant structural flexibility. To avoid structural vibrations during operations, various types of input shaping filtering methods have been investigated. A robust notch filtering method and an impulse shaping filtering method were investigated and implemented. In addition, two very different approaches have been developed and compared. One new approach, referred to as a

• 한국산학기술학회논문지
• /
• 제17권2호
• /
• pp.37-44
• /
• 2016

이 연구는 고령화 사회를 대비하여 노인 체력 향상 프로그램 설계 및 관련 정책을 수립하기 위한 기초 자료를 수집하기 위한 목적으로 실시되었다. 이를 위해 2013년, 서울 동대문구 소재 노인종합복지관에 등록 중인 노인 52명과 동대문구 소재 대학교 학부 과정에 재학 중인 학생 46명을 연구 대상으로 하여 하지의 등속성 근기능과 발목 관절가동범위, 유연성, 균형성 및 신체조성 등을 측정하였으며, Biodex system IV, Biodex stabilizer system, CNP-5403, Inbody 3.0이 사용되었다. 남자 노인 집단의 평균 연령은 77.13세였으며, 45.85kg의 근육량을 가지고 있었고, 체전굴은 2.97cm로 유연성이 아주 결여되어 있었다. 좌측발의 균형 능력이 우측보다 좋지 않았으며, 발바닥쪽굽힘의 관절 가동 범위는 35도 내외로 정상 범위에서 벗어났다. 전반적인 무릎 폄근과 굽힘근의 근력은 남자 대학생의 50% 정도 수준이었으며, 뒤넙다리근의 결손율이 18.55%로 균형이 깨어져 있었다. 발목 가쪽번짐-안쪽번짐 결손율 또한 23.08%, 19.19%로 나타났다. 여자 노인 집단의 평균 연령은 75.46세로 근육량은 35.68kg이었으며, 체전굴은 11.69cm로 여자 대학생 집단과 비슷하게 좋은 편이었다. 무릎의 동측 근력비가 좌우 모두 50% 미만이었고, 결손율 또한 폄 14.32%, 굽힘 19.73%로 좌우 근력 균형이 좋지 않았다. 발목의 발등굽힘력은 여자 대학생 집단의 62%(좌), 73%(우) 정도였다. 발등굽힘-발바닥쪽굽힘의 결손율이 각각 25.05%, 26.86%, 가쪽번짐-안쪽번짐 결손율이 19.97%, 21.09%로 나타나 발목의 좌 우 근력 불균형이 상당히 심한 것으로 나타났다. 상기 연구 결과들이 실질적인 노인 체력 향상 훈련 프로그램을 제공하고 관련 정책을 수립하는 데 도움이 되기를 바란다.

• 성인간호학회지
• /
• 제20권4호
• /
• pp.537-547
• /
• 2008

Purpose: The study aimed to apply Tai Chi exercise to patients with coronary artery disease for 6 months, and to examine changes on body composition, physical strength, and cardiovascular risks. Methods: Applying a quasi experimental design with a nonequivalent control group, 90 subjects with cardiovascular disease were recruited at C university hospital. For 6 months, 44 subjects performed Tai Chi exercise once a week and daily home exercise, while 46 subjects did not. Body composition was assessed by body mass index, % body fat, and waist-hip ratio; physical strength by balance, mobility, flexibility, grip strength, and back muscle strength; and cardiovascular risk checklist for fixed and modifiable risk factors. Data were analyzed by SPSS/WIN program with ANCOVA to consider group differences at the pretest. Results: The subjects were 66 years old in average. In 6 months, Tai Chi group improved significantly in balance, mobility, and flexibility with decreased modifiable cardiovascular risks after adjusting for the pretest scores. Conclusion: Tai Chi exercise was safely applicable to individuals with coronary artery disease, and effective in some measures of physical strength and modifiable cardiovascular risks. It could be an alternative exercise for outpatient cardiac rehabilitation program in this population.

• 대한금속재료학회지
• /
• 제48권10호
• /
• pp.951-956
• /
• 2010

This study examined the effect of copper and sulfuric acid concentrations on the surface morphology and physical properties of copper plated on a polyimide (PI) film. Electrochemical experiments with SEM and a four-point probe were performed to characterize the morphology and mechanical characteristics of copper electrodeposited in the composition of an electrolyte. The resistivity and peel strength were controlled using a range of electrolyte compositions. A lower resistivity and high flexibility were obtained when an electrolyte with 20 g/l of copper was used. However, a uniform surface was obtained when a high current density that exceeded $20mA/cm^2$ was applied, which was maintained at copper concentrations exceeding 40 g/l. Increasing sulfuric acid to >150 g/l decreased the peel strength and flexibility. The lowest resistivity and fine adhesion were detected at a $Cu^{2+}:H_2SO_4$ ratio of 50:100 g/l.

• 한국지진공학회논문집
• /
• 제25권3호
• /
• pp.103-110
• /
• 2021

A shake table test is conducted for the three-story reinforced concrete building structure using 0.28 g, 0.5 g, 0.75 g, and 1.0 g of seismic input motions based on the Gyeongju earthquake. Computational efforts are made in parallel to explore the mechanical details in the structure. For engineering practice, the elastic modulus of concrete and rebar in the dynamic analysis is reduced to 38% and 50%, respectively, to calibrate the structure's natural frequencies. The engineering approach to the reduced modulus of elasticity is believed to be due to the inability to specify the flexibility of the actual boundary conditions. This aspect may lead to disadvantages of nonlinear dynamic analysis that can distort local stress and strain relationships. The initial elastic modulus can be applied directly without the so-called engineering adjustment with infinite element models with spring and spring-dashpot boundary conditions. This has the advantage of imposing the system flexibility of the structure on the sub-boundary conditions of springs and damping devices to control its sensitivity in a serial arrangement. This can reflect the flexibility of realistic boundary conditions and the effects of system damping (such as the gap between a concrete footing and shake table, loosening of steel anchors, etc.) in scalar quantities. However, these spring and dashpot coefficients can only be coordinated based on experimental results, making it challenging to select the coefficients in-prior to perform an experimental test.

• 한국지진공학회논문집
• /
• 제28권2호
• /
• pp.103-111
• /
• 2024

Due to the recent increase in domestic seismic activity and the proliferation of PC structure buildings, there is a pressing need for a fundamental study to develop and revise the design criteria for Half-PC slabs. In this study, we propose criteria for determining the rigid diaphragm based on the aspect ratio of Half-PC slabs and investigate the structural effects based on the presence of chord element installation. This study concluded that Half-PC slabs with an aspect ratio of 3.0 or lower can be designed as rigid diaphragms. When chord elements are installed, it is possible to design Half-PC slabs with an aspect ratio of 4.0 or lower as rigid diaphragms. In addition, the increase in the aspect ratio of the Half-PC slab leads to a decrease in the in-plane stiffness of the structure, confirming that the reduction effect of the maximum displacement in force direction (𝜟_max ) due to the increase in wall stiffness is predominantly influenced by flexibility.

• 수산해양기술연구
• /
• 제47권1호
• /
• pp.1-9
• /
• 2011

In order to investigate the cause and magnitude of scale effect occurring in the model experiments of fishing nets, five pairs of Nylon pyramid nets and one pair of PE ones in which all the two nets paired were equal each other in the factors determining their flow resistance, i. e., the ratio d/l of diameter d to length l of bars, the angle f between two adjacent bars, the attack angle q of nettings to the water flow, and the wall area S of nets, and different in the values of d and l were prepared. Then, the nets were attached to the circular steel frame alternately and their flow resistances with shapes in water were measured on the sea ascribing no turbulent flows by using the tension meter made of a block bearing for the experiment. All the Nylon nets were spreads out easily in water to form a circular cone at relatively low velocity of water and showed the resistance smaller a little in the nets with larger d and l than them with smaller d and l, because the filtration of water through meshes become easier in nets especially with larger l. But PE nettings were not spread out sufficiently on account of their small flexibility and showed higher resistance especially in them with thicker twines. Therefore, the difference in bar length or mesh size and flexibility of nettings between prototype and model nets are regarded to become factors ascribing scale effect. Especially the influence of the difference in mesh size may become large significantly in actual model experiments because the mesh size of model nets is decided at much larger value than that given by scale ratio and so the difference of mesh size between the two nets become much larger than that between nets used in this experiment.

• Geomechanics and Engineering
• /
• 제22권1호
• /
• pp.49-63
• /
• 2020

Studying the critical response characteristics of box culverts with diverse geometrical configurations under seismic excitations is a necessary step to develop a reasonable design method. In this work, a numerical parametric study is conducted on various soil-culvert systems, aiming to highlight the critical difference in the seismic performances between three- and four-sided culverts. Two-dimensional numerical models consider a variety of burial depths, flexibility ratios and foundation widths, assuming a visco-elastic soil condition, which permits to compare with the analytical solutions and previous studies. The results show that flexible three-sided culverts at a shallow depth considerably amplify the spectral acceleration and Arias intensity. Larger racking deformation and rocking rotation are also predicted for the three-sided culverts, but the bottom slab influence decreases with increasing burial depth and foundation width. The bottom slab combined with the burial depth and structural stiffness also significantly influences the magnitude and distribution of the dynamic earth pressure. The findings of this work shed light on the critical role of the bottom slab in the seismic responses of box culverts and may have a certain reference value for the preliminary seismic design using R-F relation.

• Child Health Nursing Research
• /
• 제10권1호
• /
• pp.14-21
• /
• 2004

Purpose: The purpose of this study was to identify the effects of the obese program on BMI, body composition, physical fitness, knowledge, eating behaviors among the elementary school obese children. Method: They ranged from the third to sixth grades with over 30% body fat ratio. The subjects consisted of 31 obese children who participated in the obese program and 34 obese who did not participate in the program. The contents of the programs for nine weeks from contained obese education, counseling and exercises once a week. The program lasted from Oct. 8 to Dec. 22, 2001. The Data were analyzed using SPSS program. Result: Flexibility was significantly higher for the program participants than the nonparticipants at the post-test. Agility was significantly higher for the program participants than the nonparticipants at the post-test. Knowledge were significantly higher for the program participants than the nonparticipants at the post-test. Conclusion: This study provides evidence that obese program is effective in changing the flexibility, agility, knowledge in obese elementary children over 9 weeks.