• 한국운동역학회지
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• 제27권3호
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• pp.189-195
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• 2017

Objective: The aim of this study was to examine the effect of foot landing type (forefoot vs. rearfoot landing) on kinematics, kinetics, and energy absorption of hip, knee, and ankle joints. Method: Twenty-five healthy men performed single-leg landings with two different foot landing types: forefoot and rearfoot landing. A motion-capture system equipped with eight infrared cameras and a synchronized force plate embedded in the floor was used. Three-dimensional kinematic and kinetic parameters were compared using paired two-tailed Student's t-tests at a significance level of .05. Results: On initial contact, a greater knee flexion angle was shown during rearfoot landing (p < .001), but the lower knee flexion angle was found at peak vertical ground reaction force (GRF) (p < .001). On initial contact, ankles showed plantarflexion, inversion, and external rotation during forefoot landing, while dorsiflexion, eversion, and internal rotation were shown during rearfoot landing (p < .001, all). At peak vertical GRF, the knee extension moment and ankle plantarflexion moment were lower in rearfoot landing than in forefoot landing (p = .003 and p < .001, respectively). From initial contact to peak vertical GRF, the negative work of the hip, knee, and ankle joint was significantly reduced during rearfoot landing (p < .001, all). The contribution to the total work of the ankle joint was the greatest during forefoot landing, whereas the contribution to the total work of the hip joint was the greatest during rearfoot landing. Conclusion: These results suggest that the energy absorption strategy was changed during rearfoot landing compared with forefoot landing according to lower-extremity joint kinematics and kinetics.

• 한국강구조학회 논문집
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• 제29권1호
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• pp.25-36
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• 2017

1994년 노스리지 지진 당시 발생한 용접모멘트 접합부의 취성파괴는 주로 보 하부 플랜지에서 발생하였다. 특히 국내 기존 용접철골모멘트 접합부의 경우 과다한 전단스터드 배치에 따른 의도치 않은 합성작용로 인해 지진 내습 시 보 하부 플랜지의 취성파단이 더욱 우려되는 실정이다. 본 논문에서는 합성효과로 인한 접합부 성능저하를 개선하기 위한 목적으로 중량전단탭/수평헌치/삼각헌치로 보강된 접합부 및 RBS가 도입된 접합부에 대한 실험을 실시하였다. 통상 기존 접합부 상부 플랜지의 수정이 불가하다는 점을 고려하여, 본 연구에서는 보 하부 플랜지에만 수평/삼각헌치를 보강하거나 RBS를 도입하여 이 때의 내진성능을 평가하였다. 실물대 실험 결과 수평/삼각헌치 혹은 중량전단탭으로 보강한 실험체는 모두 합성작용으로 인한 부작용을 극복하고 특수모멘트접합부가 요구하는 수준 이상의 소성회전각 5%이상을 발현함을 확인하였다. 또한 SRC 기둥에 RBS를 도입할 경우 접합부에 소요되는 변형의 대부분을 RBS측에서 일어나도록 유도함으로써 SRC기둥에 발생하는 손상을 방지하는 효과가 있음을 규명하였다. 이 중 중량전단탭 보강에 따른 접합부의 거동을 분석하기 위하여 추가의 수치해석 연구를 실시하였으며, 제시한 각각의 보강안에 대한 권장상세를 제시하였다.

• 한국지진공학회논문집
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• 제1권3호
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• pp.37-44
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• 1997

본 논문에서는 지진하중을 받는 고층건물의 비탄성거동 특히, 층수에 따라 평면이 비대칭적으로 감소하여 발생하는 비틀림거동에 대하여 고찰하였다. 평면의 구조적 비대칭성에 의하여 발생하는 강성의 비대칭은 건물이 지진하중을 받을 때 횡변위 뿐만아니라 비틀림변형을 유발하게 된다. 이러한 비탄성 비틀림거동의 해석은 2차원모델로는 어려우므로 3차원해석이 요구된다. 본 논문에서는 102층의 비정형 초고층건물을 모델로 하여 내진설계규준에 의한 지진하중을 각 층에 가하여 하중의 크기를 증가시켜 정적 탄소성해석을 수행하였는데 비틀림에 의한 영향을 평가하기 위하여 비틀림을 제한한 모델과 그 거동을 비교분석하였다. 해석 결과에 따르면 비대칭건물의 탄소성 거동은 비틀림거동에 의하여 매우 큰 영향을 받는 것으로 나타났다.

• 한국가시화정보학회:학술대회논문집
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• 한국가시화정보학회 2006년도 추계학술대회 논문집
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• pp.96-101
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• 2006

3-D visualization using confocal laser scanning microscopy (CLSM) in a chaotic micromixer was performed as a reproduction experiment and the feasibility of 3-0 imaging technique in the microscale was confirmed. For diagonal micromixer (DM) and two types of staggered herringbone micromixers (SHM) designed by Whitesides et al., to verify the evolution of mixing, cross sectional images are reconstructed at the end of every cycle. In a DM, clockwise rotational flow motion generated by diagonal ridges placed on the floor of micromixer is observed and this motion makes the fluid commingle. On the contrary, there are two rotational flow structures in the SHM and the centers of rotation exchange their position each other every half cycle because of the V shape of ridges varying their orientation every half cycle. Local rotational flow and local extensional flow generated by the complicate ridge pattern make the flow be chaotic and accelerate the mixing of fluid. The dominant parameter that influences on the mixing characteristic of SHM is not the length of micromixer but the number of ridges under the same flow configurations.

• Steel and Composite Structures
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• 제6권1호
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• pp.71-85
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• 2006

This paper presents the results of a series of tests carried out on cold-formed steel rectangular hollow and concrete infilled beam to column connections and frames. A stub column was chosen such that overall buckling does not influence the connection behaviour. The beam chosen was a short-span cantilever with a concentrated load applied at the free end. The beam was connected to the columns along the strong and weak axes of columns and these connections were tested to failure. Twelve experiments were conducted on cold-formed steel direct welded tubular beam to column connections and twelve experiments on connections with concrete infilled column subjected to monotonic loading. In all the experiments conducted, the stiffness of the connection, the ductility characteristics and the moment rotation behaviour were studied. The dominant mode of failure in hollow section connections was chord face yielding and not weld failure. Provision of concrete infill increases the stiffness and the ultimate moment carrying capacity substantially, irrespective of the axis of loading of the column. Weld failure and bearing failure due to transverse compression occurred in connections with concrete infilled columns. Six single-bay two storied frames both with and without concrete infill, and columns loaded along the major and minor axes were tested to failure. Concentrated load was applied at the midspan of first floor beam. The change in behaviour of the frame due to provision of infill in the column and in the entire frame was compared with hollow frames. Failure of the weld at the junction of the beam occurred for frames with infilled columns. Design expressions are suggested for the yielding of the column face in hollow sections and bearing failure in infilled columns which closely predicted the experimental failure loads.

• 한국지열·수열에너지학회논문집
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• 제12권4호
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• pp.40-46
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• 2016

In order to improve air quality of indoor environment, studies of the underfloor air distribution (UFAD) system for application in buildings are actively in progress based on temperature and air flow distribution. However, although the age of air is the major evaluation parameter, there has been very little study on this parameter for the UFAD system. In this study, we investigated the age of air to reach the air diffuser, which is installed at the bottom of the interior by the UFAD system. Computational fluid dynamics simulations showed no regular pattern to the maximum value of the age of air in accordance with air flow rate and the velocity at air diffuser. These factors can be deduced from air movement by considering that air emitted from air conditioners was rotated according to the bottom shape of the floor, and then, the age of air in the rotation center was increased. The average age of air of internal interior was reduced considerably as the flow velocity at the underfloor air diffuser was increased from 0.5 m/s to 1.0 m/s However, the age of air was not substantially affected with change in the air volume. Moreover, when the flow velocity at the underfloor air diffuser was higher than 1.0 m/s, the age of air showed no significant difference with change in air volume or height of measurement. These results imply that indoor air quality is more substantially influenced by flow velocity than air volume, and the appropriate flow velocity is 1 m/s or more.

• Geomechanics and Engineering
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• 제22권5호
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• pp.449-460
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• 2020

The double-lane arrangement model is frequently used in underground coal mines because it is beneficial to improve the mining efficiency of the working face. When the double-lane arrangement is used, the service time of the reserved roadway increases by twice, which causes several difficulties for the maintenance of the roadway. Given the severe non-uniform deformation of the reserved roadway in the Buertai Coal Mine, the stress distribution law in the mining area, the failure characteristics of roadway and the control effect of support resistance (SR) were systematically studied through on-site monitoring, FLAC 3D numerical simulation, mechanical model analysis. The research shows that the deformation and failure of the reserved roadway mainly manifested as asymmetrical roof sag and floor heave in the region behind the working face, and the roof dripping phenomenon occurred in the severe roof sag area. After the coal is mined out, the stress adjustment around goaf will happen to some extent. For example, the magnitude, direction, and confining pressure ratio of the principal stress at different positions will change. Under the influence of high-stress rotation, the plastic zone of the weak surrounding rock is expanded asymmetrically, which finally leads to the asymmetric failure of roadway. The existing roadway support has a limited effect on the control of the stress field and plastic zone, i.e., the anchor cable reinforcement cannot fully control the roadway deformation under given conditions. Based on obtained results, using roadway grouting and advanced hydraulic support during the secondary mining of the panel 22205 is proposed to ensure roadway safety. This study provides a reference for the stability control of roadway with similar geological conditions.

• 한국문헌정보학회지
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• 제55권1호
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• pp.469-492
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• 2021

본 연구는 이용자들이 도보 상황에서 모바일 지도 앱을 활용하는 행태와 길 찾기 과업에서 참고한 정보요소를 분석하여 지도 앱이 길 찾기 정보를 제공할 수 있는 최적의 방법을 도출하고자 하였다. 지도 앱이 제공해야 할 정보요소로는 '1층에 있는 상점 이름 정보', '여러 갈래의 길이 있는 경우 현재 위치 정보 및 나아가야 할 방향성 정보', '골목길 정보'가 있었다. 지도 앱이 정보의 시각적인 표현 부분에서 신경 써야 할 점은 '역 출구나 버스 정류장 등의 랜드마크적인 요소', '횡단보도나 육교의 색깔', '인도와 차도의 구분', '지하철 역 내 진입 정보' 등이 있었다. 또한 지도 앱이 직관적인 상호작용을 제공하기 위하여 '목적지를 향한 방향성 정보', '지도 화면의 회전 가능 정보', '큰 길 우선 안내에 관한 정보'를 명확하게 제시할 필요가 있음을 알 수 있었다.

• 한국환경생태학회지
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• 제29권6호
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• pp.907-916
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• 2015

본 연구에서는 인공조림된 편백림을 대상으로 식생구조 및 식생천이, 종다양성의 특성을 밝히고자 전남지역의 8곳에 편백림을 대상으로 식생조사를 실시하였다. 이 식생조사 데이터를 활용하여 군집분석 및 서열분석을 실시한 결과 5개 군락으로 단순화되었다. 군락I은 다른 군락에 비해 종다양성지수가 상당히 낮았는데 이는 교목층에 우점한 편백의 수관이 울폐되어 하층식생이 발달하지 않았거나 잡초목(경쟁 자생수종) 제거로 하층식생이 거의 남아있지 않았기 때문이었다. 반면, 군락 II~IV는 하층에 다양한 자생수종이 유입되어 아교목층과 관목층에서 서로 경쟁하여 어느 정도 안정되거나 식생발달 초기라서 종다양성지수가 높은 편이었다. 마지막, 군락 V는 휴양림으로서 이용강도가 높아 식생구조가 단순하였다. 또한, 임상에 유입되는 광합성유효광과 출현종수 종다양성지수 사이에는 정의 상관관계를 보였다. 이러한 편백림의 식생구조 특성은 과거 개벌 이후 묘목심기, 솎아베기, 풀베기 등의 산림시업과 밀접하게 관련된다. 편백림의 산림시업에 의한 교란빈도와 함께 식생천이프로세스 회전시간에 따라 군락별 식생구조와 종다양성은 약간의 차이를 보였지만, 천연림에 비해 편백림은 단순한 식생구조를 보였다. 인공림은 생물다양성이 낮고 생태계 서비스가 취약하기 때문에 공익적 기능을 발휘할 수 있는 인공림으로 전환하는 한 가지 수단으로써 생태적 관리가 필요할 것이다.

• Imaging Science in Dentistry
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• 제40권2호
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• pp.69-74
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• 2010

Purpose : The research was performed to predict the three dimensional relationship between the impacted mesiodens and the maxillary central incisors and the proximity with the anatomic structures by comparing their panoramic images with the CT images. Materials and Methods : Among the patients visiting Seoul National University Dental Hospital from April 2003 to July 2007, those with mesiodens were selected (154 mesiodens of 120 patients). The numbers, shapes, orientation and positional relationship of mesiodens with maxillary central incisors were investigated in the panoramic images. The proximity with the anatomical structures and complications were investigated in the CT images as well. Results : The sex ratio (M : F) was 2.28 : 1 and the mean number of mesiodens per one patient was 1.28. Conical shape was 84.4% and inverted orientation was 51.9%. There were more cases of anatomical structures encroachment, especially on the nasal floor and nasopalatine duct, when the mesiodens was not superimposed with the central incisor. There were, however, many cases of the nasopalatine duct encroachment when the mesiodens was superimpoised with the apical 1/3 of central incisor (52.6%). Delayed eruption (55.6%), crown rotation (66.7%) and crown resorption (100%) were observed when the mesiodens was superimposed with the crown of the central incisor. Conclusion : It is possible to predict three dimensional relationship between the impacted mesiodens and the maxillary central incisors in the panoramic images, but more details should be confirmed by the CT images when necessary.