• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2004년도 추계학술대회 논문집
• /
• pp.312-316
• /
• 2004

In this study, a spatial 3-dof haptic mechanism is implemented. The implemented mechanism does not employ the gear transmissions as velocity reducers for all three joints but uses wire-based transmissions, thereby it is able to minimize the frictions significantly. Also, by employing the structure of the four-bar mechanism to drive third joint from close to the base, the mechanism is able to minimize the inertia effect from the third actuator very effectively. Its kinematic analysis such as position and velocity analyses are performed first. Then, its operating software development, hardware implementation, and the related interfaces between a PC and the implemented Haptic device are completed. To evaluate its potential and its performance as a haptic device, a experiment generating a virtual constraint in a operational task space is conducted and preliminary results are discussed.

• 한국주거학회논문집
• /
• 제16권2호
• /
• pp.37-44
• /
• 2005

The development of farm villages into ecovillages aims at creating an alternative that reconciles the environment with economy, the two practical issues faced by farm villages. Recently various projects are being carried out to resolve the weak competitiveness of farm villages and to induce environment-friendly development, but they have basic limitations in improving farm villages. Thus, the present study purposed to examine the possibility of transforming farm villages into ecovillages as an alternative for solving these problems more effectively. Thus this study selected Sori Village to experiment the possibility of transforming farm villages into ecovillages, presented the process of planning using environmental planning indicators, and verified its validity through designing an experimental model.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2002년도 추계학술대회논문집
• /
• pp.699-704
• /
• 2002

A method using beamforming algorithm has been developed to measure oblique incidence reflection coefficients of sound absorption materials. MUSIC(Multiple Signal Classification) method detects the angles of incidence and reflection. By separating the incident and reflected waves using beamforming method, the reflection coefficient is calculated. Spatial smoothing technique is also used to reduce the coherence between the incident and reflected waves. The test materials were modeled as a locally reacting surface. Numerical and experiment results are performed to verify the acuracy of proposed method.

• Ocean and Polar Research
• /
• 제30권3호
• /
• pp.239-247
• /
• 2008

Spatial distribution of water flow generated by tidal current was investigated within a Zostera marina(seagrass) bed in Wonpo Bay. Water flow and elevation were observed during the seagrass growing season. The spatial distribution of water flow was numerically estimated using roughness coefficient. Water flow inside the seagrass meadow was compared with the observed values. Velocity in Zostera marina vegetated areas was approximately $25{\sim}84%$ lower than that of unvegetated areas. However, flow direction was the same. Intensity of the flood tide diminished appreciably within the seagrass bed, while its pattern was also affected. It is therefore concluded that water flow is influenced by Zostera marina meadows.

• 한국멀티미디어학회논문지
• /
• 제6권3호
• /
• pp.375-383
• /
• 2003

공간 마이닝에서 클러스터링은 오브젝트간의 거리나 연결 상태, 또는 공간상에서의 상대적인 밀도를 기반으로 서로 비슷한 오브젝트들을 하나의 그룹으로 묶는 과정이다. 실세계에서 공간 상에 분포하는 강이나 호수, 고속도로와 같은 장애물들은 클러스터링의 결과에 영향을 줄 수 있다. 본 논문은 장애물을 고려한 오브젝트 사이의 거리를 정의하고, 이를 이용하여 공간 오브젝트들을 밀도를 기반으로 클러스터링 하면서 동시에 공간상에 존재하는 장애물을 고려하는 새로운 공간 클러스터링 알고리즘(DBSCAN-O)을 제안한다. 또한 실험을 통해 DBSCAN-O가 기존의 밀도 기반 알고리즘인 DBSCAN에서 찾아내지 못한 새로운 형태의 클러스터링 결과를 도출하는 것을 보인다.

• 한국공간구조학회논문집
• /
• 제20권3호
• /
• pp.43-52
• /
• 2020

In this study, the Buckling restrained braces reinforced with engineering plastics that can compensate for the disadvantages in the manufacturing process of the existing buckling restrained brace. The proposed PC-BRB was fabricated to evaluate the reinforcement effect by carrying out a structural performance test and a full-scale two-layer frame test through cyclic loading test. As a result of PC-BRB's incremental and cyclic loading test, stable hysteresis behavior was achieved within the target displacement, and the compressive strength adjustment coefficient satisfied the recommendation. As a result of the real frame experiment, the strength of the reinforced specimen increased compared to the unreinforced specimen, and the ductility and energy dissipation increased.

• 한국공간구조학회논문집
• /
• 제6권3호
• /
• pp.87-92
• /
• 2006

This paper is a study on the experiment and elasto-plastic discrete limit analysis of reinforced concrete circular cylindrical shell by the rigid-bodies spring model. In the rigid bodies-spring model, each collapsed part or piece of structures at the limiting state of loading is assumed to behave like rigid bodies. The present author propose new discrete elements for elasto-plastic analysis of cylindrical shell structures, that is, a rectangular-shaped cylindrical element and a rhombus-shaped cylindrical element for the improvement and expansion of this rigid-bodies spring model. In this study, it is proposed how this rigid element-bodies spring model can be applied to the elasto-plastic discrete limit analysis of cylindrical shell structures. Some numerical results of elasto-plastic discrete limit analysis and experimental results such as the curve of load-displacement and the yielding and fracturing pattern of circular cylindrical shell under horizontal load are shown.

• 한국공간구조학회논문집
• /
• 제1권2호
• /
• pp.101-110
• /
• 2001

A large floating structure is attracting great attention in recent years from the view of ocean space utilization. Its huge scale in the horizontal directions compared with the wavelength and relatively shallow depth make this type of floating structure flexible and its wave-induced motion be characterized by the elastic deformation. In this paper, a boundary integral equation method is proposed to predict the wave-induced dynamic response mat-like floating offshore structure. The structure is modeled as an elastic plate and its elastic deformation is expressed as a superposition of free-vibration modes in air. This makes it straightforward to expand the well-established boundary integral technique for rigid floating bodies to include the hydroelastic effects. In order to validate the theoretical analysis, we compare with the experimental result of reduced model test. Satisfactory agreement is found between theory and experiment.

• 한국공간구조학회논문집
• /
• 제15권3호
• /
• pp.85-93
• /
• 2015

This paper presents a foundation pile to steel column connection that can resist large magnitude of moment and that can be easy installed. The developed joint has spherical shape and it is given the name HAT joint to mean Hallow half-sphere steel joint. Four types of HAT joints are developed. Namely, H-type, T-type, P-type and K-type. In this paper I will talk about the performance assessment of T-type(Tube Column) and P-type(Pile Column) of HAT joints with finite element analysis and experiment on a full scale model is presented.

• 한국공간구조학회논문집
• /
• 제15권3호
• /
• pp.95-102
• /
• 2015

Numerical model on precast prestressed concrete (PC) hollowcore slabs using 11.3 mm diameter 7-wire stand was developed based on finite element analysis. In order to validate the modelling, previous experiment results with respect to prestressed solid concrete slabs were used and compared throughout the course of fire exposure. In addition to, the fire performance of hollowcore slabs with different aggregate types, moisture contents and compressive strength of concrete was investigated. As a result, it can be seen that the type of aggregates and moisture contents used in hollowcore slabs can affect the fire performance as well as temperature developments.