• Journal of Korean Association for Spatial Structures
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• v.4 no.1 s.11
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• pp.69-75
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• 2004

In the construction of row-rise steel buildings, double angle connection can be considered as one of most effective connection types. Its connection flexibility depends mainly on several parameters such as angle thickness, bolt gage distance, and number of bolts. To establish the effect of the variation of the number of bolts on the moment-rotation relationship, three experimental tests have been conducted in this research. Based on the results of each experimental test, the rotational stiffness of each angle specimen can be calculated by performing regression analysis. Considering the results of regression analysis, we concluded that the more the number of bolts used in double angle connection, the higher the rotational stiffness as one can expected.

• Journal of Korean Society of Steel Construction
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• v.27 no.1
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• pp.63-75
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• 2015

In this study, Composite beam flexural capacity was investigated experimentally using angle as a shear connector. The main experimental parameters are the size and the spacing of the angle and the overall behavior of before and after composite. Also, the composite beam bending performance when it used with hollow PC slab and the general RC slab was compared. When determining that it synthetically, the flexural capacity of the composite beam with angle shear connector estimated 25% to 55% more strength than the nominal strength. Effects of strength parameters of composite beam by angles shear connector are size and spacing of the angle. As expected, the larger and the narrower spacing of the angles, the more strength the composite beam have. In addition, the performance of the composite beam with a hollow slab was well demonstrated by the test.

• Journal of Korean Society of Steel Construction
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• v.24 no.5
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• pp.535-547
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• 2012

PSRC column is a concrete encased steel angle column. In the PSRC column, the steel angles placed at the corner of the cross-section resists bending moment and compression load. The lateral re-bars welded to steel angles resist the column shear and the bond between the steel angle and concrete. In the present study, current design procedures in KBC 2009 were applied to the flexure-compression, shear, and bond design of the PSRC composite column. To verify the validity of the design method and failure mode, simply supported 2/3 scaled PSRC and correlated SRC beams were tested under two point loading. The test parameters were the steel angle ratio and lateral bar spacing. The test results showed that the bending, shear, and bond strengths predicted by KBC 2009 correlated well with the test results. The flexural strength of the PSRC specimens was much greater than that of the SRC specimen with the same steel ratio because the steel angles were placed at the corner of the column section. However, when the bond resistance between the steel angle and concrete was not sufficient, brittle failures such as bond failure of the angle, spalling of cover concrete, and the tensile fracture of lateral re-bar occurred before the development of the yield strength of PSRC composite section. Further, if the weldability and toughness of the steel angle were insufficient, the specimen was failed by the fracture of the steel angle at the weld joint between the angle and lateral bars.

• Journal of Korean Society of Steel Construction
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• v.12 no.1 s.44
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• pp.75-82
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• 2000

Recently, many studies on connections in steel structures have been performed. In practice, designers assume that the connection is a rigid- or pinned-one, however, actually the connection behaves as partially restrained one, neither fully restrained nor unrestrained. This paper concentrates on the behavior of double angle connections in the field of semi-rigid connections. The behavior of double angle connection. induced by abrupt axial tension load or by collapsed brace in medium or low rise building, is analyzed by 3D nonlinear finite element method using ABAQUS(ver 5.8). From the analytic results. a simplified model of double angle and a rotational stiffness at the corner of the angle are derived, which are fundamentally used for understanding the behavior of the double angle connection.

• Journal of Oral Medicine and Pain
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• v.25 no.3
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• pp.293-303
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• 2000

앵글씨 분류에 따른 최대개구시 하악의 수직 변위에 대한 차이를 확인하고, 수직 하악운동에 영향을 주는 골격요소를 확인하기 위하여, 측두하악관절 및 저작계 이상에 대한 증상 및 병력이 없으며 발치 및 교정치료의 경험이 없는 광주지역 대학에 재학중인 학생들을 대상으로, 앵글씨 구치부 관계에 근거하여 1급군(남:30명, 여:49명), 2급군(남:18명, 여:24명)과 3급군(남:18명, 여:33명)으로 분류하여 총 172명(연령 범주:20-30세)의 학생을 선택하였다. 전남대학교 병원 구강내과에서 사용하는 계측용자를 이용하여 최대 개구시 상하악 중절치 절단면간의 거리를 측정하였다. 대상자들의 진단모형을 만들어 상하악궁 길이와 폭경를 측정하였다. 대상자들에 대한 두부 규격방사선 사진을 촬영, 작도하고 방사선학적 지표를 계측, 비교분석하였다. 앵글씨 분류 1급군, 2급군 그리고 3급군 절치간 최대개구량은 3급군이 가장 컸으며 모든 군에서 남자가 여자보다 컸다. 구치간 최대개구량은 앵글씨 분류 1급군, 2급군 그리고 3급군에서 각 군간의 유의한 차이는 없었으나, 모든 군에서 남자가 더 컸다. 앵글씨 분류 1급군과 2급군의 하악운동에서 총 하악골 길이, 하악지 길이, 하악 하연부 길이 그리고 상악궁 폭경이 변수로 나타났으며, 상하악궁 길이와는 역상관관계를 나타내었다. 앵글씨 분류 3급군의 하악운동에서 상하악궁 길이와 안면 부길이가 1급군과 2급군과는 다른 중요한 변수로 나타났으며, 상악궁의 폭경과는 역상관관계를 나타내었다. 이상의 결과로 보아 앵글씨 분류 각 군에서 하악개구운동은 안면 골격구조의 영향을 받으며, 각 군간에 영향을 주는 안면 골격 요소들은 차이가 있었다. 따라서 이러한 골격적 요소들은 개구량 개선을 위한 진단과 치료시 고려되어야 할 것으로 사료된다.

• Journal of Korean Association for Spatial Structures
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• v.4 no.4 s.14
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• pp.55-63
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• 2004

Double angle connections are commonly used for the construction of the low-rise steel framed buildings. Several experimental tests lave been conducted to investigate the effect of the number of bolts on the rotational stiffness of a double angle connection. Several parameters are obtained by performing regression analysis. An analytical model has been introduced to calculate the initial stiffness of a double angle connection in this research.

• Journal of Korean Society of Steel Construction
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• v.26 no.3
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• pp.155-167
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• 2014

Steel-concrete composite beam has been used for a considerable time in building construction. An essential component of a composite beam is the shear connection between the steel section and the concrete slabs, which is provided by mechanical shear connectors. A variety of shapes and devices have been in use as shear connectors. This study summarizes the results of an experimental investigation involving the testing of push-out specimens with angle shear connectors. All of 22 push-out specimens were designed to study the effect of a number of parameters on the shear capacity of angle shear connectors such as the height of the angle connector, the length of welding, and the pitch of angles. Based on the test results, a design equation was developed for predicting the shear strength of angle shear connectors.

• Journal of Biomedical Engineering Research
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• v.21 no.4
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• pp.363-372
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• 2000

The present study investigated flow dynamics of a straight elastic blood vessel under sinusoidal flow conditions in order to understand influence of wall motion and impedance phase angle(time delay between pressure and flow waveforms) on wall shear stress distribution using computational fluid dynamics. For the straight elastic tube model considered in the our method of computation. The results showed that wall motion induced additional terms in the axial velocity profile and the pressure gradient. These additional terms due to wall motion reduced the amplitude of wall shear stress and also changed the mean wall shear stress. Te trend of the changes was very different depending on the impedance phase angle. As the wall shear stress increased. As the phase angle was reduced from 0$^{\circ}$to -90$^{\circ}$for ${\pm}$4% wall motion case, the mean wall shear stress decreased by 10.5% and the amplitude of wasll shear stress increased by 17.5%. Therefore, for hypertensive patients vulnerable state to atherosclerosis according to low and oscillatory shear stress theory.

• Proceedings of the KIEE Conference
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• 2008.10b
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• pp.433-434
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• 2008

이 논문은 실내에서 로봇의 주행 시 생기는 오차를 수정하는 것이다. 실내에 있는 장애물(문턱)을 넘을 경우 슬립에 의하여 주행거리와 실제거리의 오차가 생기고 또한 헤드 앵글 값이 변화함에 따라서 차후 엄청난 주행 오차를 발생시키게 된다. 그에 따라 PSD 센서를 이용하여 장애물을 감지하고 감지 후 장애물을 넘을 수 있도록 모터를 제어한다. 또한 PSD를 이용하여 장애물의 크기를 계산한 후 로봇이 장애물을 넘는 동안에 엔코더 값을 받아 들여서 장애물을 넘는 동안에 로봇이 실제 이동한 거리를 측정한다. 그리고 장애물을 넘은 후에 PSD로 계산한 장애물의 크기 값과 엔코더에서 받아들인 값을 비교하여 거리오차를 수정한다. 또한 전자컴퍼스를 이용하여 장애물을 넘기 전에 로봇의 헤드 앵글 값을 구하고, 장애물을 넘은 후에 로봇의 헤드 앵글 값을 구하여 두 개의 값을 비교한다. 두 개의 값의 차이를 측정하여 수정함으로써 헤드 앵글을 오차를 수정할 수 있다.

• Journal of Korean Society of Steel Construction
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• v.25 no.6
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• pp.635-647
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• 2013

PSRC composite column is a concrete encased steel angle column. In the PSRC composite column, the steel angles placed at the corner of the cross-section resists bending moment and compression load. In the present study, using the performance criteria in KBC 2009, cyclic lateral loading test was performed for PSRC columns to verify the seismic performance. The test parameters were the column type, the use of continuous hoop, and the use of studs for steel angle. 2/3 scale specimens of a conventional composite column and three PSRC columns were tested. The test results showed that the load-carrying capacity predicted by KBC 2009 correlated well with the test results. The specimens also exhibited good deformation and energy dissipation capacities. After concrete cover spalling under cyclic loading, the load-carrying capacity were decreased by buckling of longitudinal bars and steel angles. When continuous hoop was used, the deformability of the PSRC column was improved, preventing early buckling of the steel angles.