• Journal of the Korean Wood Science and Technology
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• 제24권3호
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• pp.65-71
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• 1996

In the design of wood structures, the consideration of the dynamic load effect has been increased. Generally, damping ratio is presented as the method of considering dynamic load effect. So, the relationship between joint type and damping ratio was investigated. It has been known that the joint extremely damp the dynamic load in wood structures. Static test was performed to determine the effects of nail size and friction area on joint strength and stiffness. Joint strength and stiffness were increased with nail size. However, the static properties of joint was not affected by friction area. Cyclic test was performed to determine the effects of nail size, friction area and load magnitude on damping ratio, Damping ratio was affected by all factors. Increasing the width of the bottom plate was suggested as the most adequate method to increase the damping ratio without the reduction of the static properties of the structures.

• 대한물리치료과학회지
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• 제24권1호
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• pp.14-21
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• 2017

Background; This study was to investigate effects of distance of muscle activity of 4 sections of rectus abdominis(RS-RA, LS-RA, RI-RA, LI-RA) by the shoulder width(x0.5, x1.0, x1.5) and the angle of the elbow joint($0^{\circ}$, $45^{\circ}$, $90^{\circ}$) Method : This study was conducted on 20 healthy male and 20 female adult. respectively, elbow joints were maintained at $0^{\circ}$, $45^{\circ}$, and $90^{\circ}$ flex postures on The shoulder width is 0.5, 1.0, and 1.5 times. at the same time 4 sections of rectus abdominis were measured using EMG with maintaining isometric contraction of the rectus abdominis for 5 seconds. Results; The results were as follows: First, muscle activity of 4 sections of rectus abdominis(RS-RA, LS-RA, RI-RA, LI-RA) by angle of the elbow joint($0^{\circ}$, $45^{\circ}$, $90^{\circ}$) was a statistically significant(p<0.05), Second, muscle activity of 4 sections of rectus abdominis(RS-RA, LS-RA, RI-RA, LI-RA) by the shoulder width(x0.5, x1.0, x1.5) was a statistically non-significant Conclusion; It was found to be most effective to perform arm posture with rectus abdominis muscle strength exercise.

• 대한치과교정학회지
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• 제51권2호
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• pp.126-134
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• 2021

Objective: This study aimed to evaluate the following null hypothesis: there are no differences in the morphology of the temporomandibular joint (TMJ) structures in relation to vertical and sagittal cephalometric patterns. Methods: This retrospective study was performed with 131 participants showing no TMJ symptoms. The participants were divided into Class I, II, and III groups on the basis of their sagittal cephalometric relationships and into hyperdivergent, normodivergent, and hypodivergent groups on the basis of their vertical cephalometric relationships. The following measurements were performed using cone-beam computed tomography images and compared among the groups: condylar volume, condylar size (width, length, and height), fossa size (length and height), and condyle-to-fossa joint spaces at the anterior, superior, and posterior condylar poles. Results: The null hypothesis was rejected. The Class III group showed larger values for condylar width, condylar height, and fossa height than the Class II group (p < 0.05). Condylar volume and superior joint space in the hyperdivergent group were significantly smaller than those in the other two vertical groups (p < 0.001), whereas fossa length and height were significantly larger in the hyperdivergent group than in the other groups (p < 0.01). The hypodivergent group showed a greater condylar width than the hyperdivergent group (p < 0.01). The sagittal and vertical cephalometric patterns showed statistically significant interactions for fossa length and height. Conclusions: TMJ morphology differed across diverse skeletal cephalometric patterns. The fossa length and height were affected by the interactions of the vertical and sagittal skeletal patterns.

• 한국운동역학회지
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• 제15권2호
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• pp.21-29
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• 2005

The Purpose of this study was to seek determinant factors through analysis of 65 snatch skill kinematic factors of Athletics participated in 2001 Asian weightlifting competetion. The conclusion were as follows ; 1. In order to enhance snatch skill, when barbell move on knee position, One should be flex knee joint to 105-110 degree, and In pull motion, One should be move powerful extension of knee and hip joint. 2. In last pull motion, One try to make more lock out motion than extra extention motion of hip joint 3. In order to enhance snatch skill, It is inportant that elevate barbell highly by last pull motion through powerful knee extention, poweful hip flextion and One should be make lock out motion fast in the same time. 4. In order to enhance snatch skill, anterior-posterior movement width of shoulder joint should be small. 5. In order to enhance snatch skill, Hip joint should be move vertically on start and lock out phase, but In pull phase, extension motion of hip joint shoulde be performed more largely and powerfully.

• Structural Engineering and Mechanics
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• 제41권3호
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• pp.421-440
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• 2012

In this analytical study numerous prior experimental studies on reinforced concrete beam-to-column connections subjected to cyclic loading are investigated and a database of geometric properties, material strengths, configuration details and test results of subassemblies is established. Considering previous experimental research and employing statistical correlation method, parameters affecting joint shear capacity are determined. Afterwards, an equation to predict the joint shear strength is formed based on the most influential parameters. The developed equation includes parameters that take into account the effect of eccentricity, column axial load, wide beams and transverse beams on the seismic behavior of the beam-to-column connections, besides the key parameters such as concrete compressive strength, reinforcement yield strength, effective joint width and joint transverse reinforcement ratio.

• 한국강구조학회 논문집
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• 제16권6호통권73호
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• pp.769-780
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• 2004

본 논문의 목적은 인장용 연결 플레이트를 갖는 냉간성형 각형강관 갭 N형 접합부의 실험연구를 통하여 접합부 거동을 평가하는데 있다. 실험을 위한 주요 변수로는 주관의 폭두께비, 주관에 대한 지관의 폭의 비, 편심비, 압축지관 형상, 지관의 각도, 주관 상부 플랜지면 보강 등이 있다. 이와 같은 변수들로 구성된 갭 N형 접합부에 대한 내력 및 파괴모드 등에 대하여 실험을 통해 고찰하고자 한다. 실험결과, 갭 N형 접합부는 폭비에 관계없이 접합부의 인장측 변위가 선행하여 접합부의 내력이 결정되었으며, 접합부 파괴는 접합된 주관면의 찢어짐 파괴모드로 결정되었다. 인장 및 압축측 폭비(${\beta}$)가 클수록 주관 폭두께비가 작을수록 접합부의 항복하중 및 최대하중은 선형으로 상승하는 것으로 나타났다. 주관의 폭두께비($2{\gamma}$)가 작을수록 접합부의 내력비교 곡선은 급격히 상승함을 알 수 있다. 인장용 연결 플레이트를 갖는 갭 N형 접합부에 대하여 변수에 따른 접합부의 하중, 초기강성, 연성능력 및 파괴모드 변화 등에 대한 결과에 대해서도 정리하여 나타내었다.

• 한국공간구조학회논문집
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• 제9권2호
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• pp.45-52
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• 2009

이 논문은 반복-수평력을 받는 프리캐스트 기둥-RC 기초 Anchor 접합부의 반복-수평력에 대한 내력 특성을 규명하기 위함이다. 본 연구는 하부 기초에 프리캐스트 콘크리트 기둥과 기초를 Anchor식으로 접합한 콘크리트 구조체가 정확한 응력전달 경로 및 파괴 메커니즘에 있어서 기존의 콘크리트-강재 연결부와 어떠한 차이가 있는지 제시한다. 반복-수평력 작용하의 철근의 인발력 실험결과는 프리캐스트 기둥-RC 기초 Anchor 시공에 필요한 철근의 최소 필요 삽입 깊이를 제시한다. 또한, 실험을 통해 제시된 응력 전달 경로 및 파괴 메커니즘을 제품별 메뉴얼에 제시되어 있는 메커니즘과 비교, 검토함으로서 접합부의 명확한 응력전달 경로 및 파괴 메커니즘을 시공자의 요구 성능에 맞게 제시한다. 그러므로 본 연구를 통해 프리캐스트 콘크리트 기둥의 정확한 주근의 개수, 공칭직경, 정착 길이 등에 대한 최적의 설계 조건을 제시함으로써, 시공 시 이들에 대한 정확한 데이터를 제공한다.

• Earthquakes and Structures
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• 제4권4호
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• pp.429-449
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• 2013

Current Design Codes for Reinforced Concrete (RC) interior beam-column joints are based on limited experimental studies on the seismic behavior of eccentric joints. To supplement existing information, an experimental study was conducted that focused on the effect of eccentricity of the deeper beams with respect to the shallow beams. A total of eight one-third scale interior joints with beams of different depths were subjected to reverse cyclic loading. The primary variables in the test specimens were the amount of joint transverse reinforcement and the cross section of the shallow beams. The overall performance of each test assembly was found to be unsatisfactory in terms of joint shear strength, stiffness, energy dissipation and shear deformation. The results indicated that the vertical eccentricity of spandrel beams in this type of joint led to lower capacity in joint shear strength and severe damage of concrete in the joint core. Increasing the joint shear reinforcement was not effective to alter the failure mode from joint shear failure to beam yielding which is favorable for earthquake resistance design, whereas it was effective to reduce the crack width at the small loading stages. Based on the observed behavior, the shear stress of the joint core was suggested to be kept as low as possible for a safe and practical design of this type of joint.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 1995년도 특별강연 및 추계학술발표 개요집
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• pp.145-148
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• 1995

To provide better understanding of a solder joint design criteria, mathematical models have been developed to calculate the shape of the solder fillets formed between the pad and lead. The effects of parameters such as solder volume and pad dimensions are described with this model. In this study, a systematic way to determine the design criteria of the SMT from the predicted 3D solder joint profile is proposed. The solder joint profile is calculated using the available 3D FEM code which minimizes the system energy due to the surface tension and gravity. The solder joint profiles of gullwing-type lead such as QFP and SOP are calculated for design parameters, and acceptable ranges are obtained. The result shows that the pad length is the most significant factor compared with the pad width and pad area.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.597-602
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• 1997

The compressive strength of horizontal joints in precast concrete large panel structures depends on parameters such as grout and panel strength, detail of joint, joint moment, width of grout column etc. As the panels are only connected at the pocket, it results in the reduction of compressive strength area. The purposes of this study are to develop the suitable grout material the joint pocket and to enable us to evaluate structural capacity. The validity of the design formulas provides us more economic system in construction. Test results of 15 specimens show that the proper construction procedure and grouting material develop the sufficient compressive strength of the wall as monolithic system.