• 한국지구과학회지
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• 제35권5호
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• pp.385-398
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• 2014

This study investigated students' alternative conceptions of plate boundaries and their conception revision according to the pattern of students' reasoning. Participants were twenty-two 10th grade high school students. All participants were asked to draw the three types of plate boundaries and to explain their drawings. Nine students participated in the reasoning activity. To this end, a semi-structured interview was conducted during which key questions were asked for the students to individually answer. The key questions used in the reasoning activity were created, by utilizing questions used in the previous studies. The findings revealed that the alternative conceptions of plate boundaries were classified into three levels based on established criteria. Students who attempted a variety of reasoning strategies such as causal reasoning, using an analogy, abductive reasoning, data reconstruction and concept combination, revised their alternative conception to a scientific conception after the reasoning activity. On the other hand, some students could not revise their alternative conceptions because they only conducted an incomplete reasoning strategy. The study also found that they were unable to use other reasoning strategies, either.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2013년도 추계학술대회 논문집
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• pp.533-534
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• 2013

This paper is concerned with the active vibration control of rectangular plate equipped with MFC actuators. To this end, the dynamic model of the rectangular plate bonded with MFC sensors and actuators was derived by means of the Rayleigh-Ritz method. The MFC actuator and sensor were modeled based on the pin-force assumption. The theoretical model was then validated experimentally. The multiinput and multi-output (MIMO) Positive Position Feedback (PPF) controller was designed based on the natural mode shapes and implemented using dSpace system and Simulink. The proposed control algorithm was applied to the cantilever plate having two MFC wafers having both sensor and actuator. Numerical and experimental investigations were carried out. Both theoretical and experimental result shows that the proposed control algorithm can effectively suppress vibrations of cantilever plate.

• 한국지반공학회논문집
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• 제24권7호
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• pp.25-36
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• 2008

평면변형률 시험기는 실제 지반의 파괴 거동을 보다 근사하게 모사할 수 있다는 장점 때문에 평면변형률 조건을 구현하려는 목적 외에도 흙의 국부적인 변형을 포함하는 전체적인 파괴거동을 관찰하기 위한 목적으로 활용되고 있다. 그러나 대부분의 평면변형률 시험은 시험기 제작과 시험 수행의 어려움 때문에 바닥판이 고정된 단부 구속하에서 수행되는 경우가 일반적이다. 최대 주응력 면의 단부 구속은 주응력 면에 추가적인 전단응력을 유발시켜 의도된 전단 거동을 저해하므로, 시험 결과가 실제 현장에서 발생하는 전단 거동과 다를 수 있다. 본 연구에서는 바닥판 구속을 제어할 수 있는 평면변형률 시험기를 이용하여 단부 구속 여부에 따른 두 가지 시험을 주문진 표준사에 대하여 수행하였다. 시료의 국부적인 변형을 포함하는 전체적인 거동을 측정하기 위해 외부 LVDT와 함께 디지털 이미지 코릴레이션 기법(DIC)을 적용하였다. 평면변형률 시험기의 투명한 측면판을 통하여 서로 다른 시간에 촬영된 두 개의 디지털 이미지를 본 기법으로 해석하여 응력-변형률 거동과 하중 증가에 따라 나타나는 시료 내부 모든 위치에서의 국부적 변형 거동을 파악하였다. 이로써 단부 구속 여부에 따라 발생하는 평면변형률 조건하에서 사질토의 파괴면 형성과 발달과정 그리고 변형 메커니즘을 규명하였다.

• Clinics in Shoulder and Elbow
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• 제1권1호
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• pp.51-57
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• 1998

Comminuted fracture of the distal end of the humerus in adults is very rare and difficult to treat. In operative treatment, an implant which can achieve accurate anatoraical reduction and rigid fixation is needed. But the pre­existing Y -shaped plate had wide and thick limbs and some problems in fixation for most distal humeral fractures. So we devised a modified plate which is more narrow and th1n and has a different hole distance and wing length (long lateral wing). The aim of the study was to evaluate the clinical result of this modified anatomical Y -plate. From 1991 to 1997, we treated 23 cases of distal humeral fractures using modified anatomical plate and the results were as follows. 1. Fracture type in 18 patients(78%) was C-type(C1,C2,C3) which were intraarticular and mostly displaced or comminuted. 2. Bony union was obtained in 22 patients(96%) through rigid fixation and observed radiologically at 3.5 months(2-6months) on the average. 3. In 23 patients, 19 patients(82%) showed satisfactory results after 34 months(6-73months) follow-up. So if the modified anatomical Y-plate is used in the treatment of distal humeral fracture, a satisfactory result can be obtained through a more accurate, easy, and rigid fixation than preexisting plate.

• Steel and Composite Structures
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• 제39권1호
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• pp.109-123
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• 2021

This research endeavor intends to use the implicit finite element method to investigate the structural response of steel shear walls with partial plate-column connection. To this end, comprehensive verification studies are initially performed by comparing the numerical predictions with several reported experimental results in order to demonstrate the reliability and accuracy of the implicit analysis method. Comparison is made between the hysteresis curves, failure modes, and base shear capacities predicted numerically using ABAQUS software and obtained/observed experimentally. Following the validation of the finite element analysis approach, the effects of partial plate-column connection on the strength and stiffness performances of steel shear wall systems with different web-plate slenderness and aspect ratios under monotonic loading are investigated through a parametric study. While removal of the connection between the web-plate and columns can be beneficial by decreasing the overall system demand on the vertical boundary members, based on the results and findings of this study such detachment can lower the stiffness and strength capacities of steel shear walls by about 25%, on average.

• Steel and Composite Structures
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• 제26권1호
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• pp.31-44
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• 2018

This paper reports a novel steel beam-to-column connection suitable for use in the weak axis of I-section column. Monotonic and cyclic loading experimental investigations and numerical analysis of the proposed weak-axis connection were conducted, and the calculation procedure of the beam-column relative rotation angle and plastic rotation angle was developed and described in details. A comparative analysis of mechanical property and steel consumption were employed for the proposed I-section column weak-axis connection and box-section column bending connection. The result showed that no signs of fracturing were observed and the plastic hinge formed reliably in the beam section away from the skin plate under the beam end monotonic loading, and the plastic hinge formed much closer to the skin plate under the beam end cyclic loading. The fracture of welds between diaphragm and skin plate would cause an unstable hysteretic response under the column top horizontal cyclic loading. The proposed weak-axis connection system could not only simplify the design calculation progress when I-section column is adopted in frame structural design but also effectively satisfy the requirements of 'strong joint and weak member', as well as lower steel consumption.

• 한국강구조학회 논문집
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• 제14권5호통권60호
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• pp.675-682
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• 2002

본 연구에서는 단부 철근콘크리트구조와 중앙부 철골구조로 이루어진 복합구조 보를 대상으로 내력 및 강성, 변형능력을 평가하기 위해 반복재하 실험을 행하였다. 주된 실험변수는 철근콘크리트와 철골보의 이종구조 이음부부의 응력전달을 위해 철골보에 접합되는 철근의 개수와 단부 콘크리트를 구속하여 강성을 상승시킬 목적으로 설치되는 부착판의 설치유무이다. 실험결과 모든 실험체가 방추형의 이력 거동을 나타내며 안정된 거동을 하였으며, 내력에 있어서는 부착판 설치 실험체의 경우가 기본형 실험체 보다 높게 나타났다. 또한, 강성에 있어서도 단부에 부착판을 설치한 실험체가 설치하지 않은 실험체에 비하여 보다 높게 나타났으며, 모든 실험체가 최대 내력시의 부재각이 0.03rad. 이상의 변형능력을 나타내고 있다.

• 멤브레인
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• 제8권2호
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• pp.102-108
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• 1998

본 연구는 Si 미립자를 함유한 반도체 세정폐수의 평판막을 이용한 한외여과특성을 검토하였다. 평판막의 투과유속은 시간이 경과함에 따라 점차 감소하는 경향을 나타냈으며, 이현상은 막표면에 형성된 케익층의 증가 및 기공막힘에 기인한다. 흐름형태에 따른 투과유속은 cross flow가 dead-end flow의 약 1.4배 높았다. Si 미립자에 의한 막오염을 제거하는데는 역세법이 sweeping법 보다 우수하였다. 막오염으로 인한 투과유속의 감소는 질소가스로 역세척하여 초기투과유속의 약 85% 정도 회복되었다. 평판막을 이용한 cross flow 공정의 용질배제율은 약 90%였으며, 투과수증의 Si 미립자의 크기는 평균 70 nm였다.

• 한국전자통신학회논문지
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• 제12권6호
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• pp.989-996
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• 2017

제안된 지향성 펜슬빔 안테나는 절곡된 타원 도체평판을 갖는 도파관 급전부와 포물형 곡면 반사판으로 구성되어 있다. 반사판 뒤에서 삽입된 급전 도파관의 종단 부근 광벽에 위치한 두 개의 사각형 개구는 반사판 초점에 위치하며, 절곡된 타원 평판으로 전자파 에너지를 방출시킨다. 이 평판은 전자파 에너지를 일차 반사시키며, 주 반사판을 향하도록 설계되어 있다. 도파관 종단에 위치한 두 사각형 개구는 안테나 시스템의 임피던스 정합을 위해서 안쪽으로 돌출된 탭을 가지는데, 탭의 형태는 잘려진 타원형이다. 제안된 포물형 반사판 안테나의 반사판의 직경은 400 mm, 촛점은 134.23 mm 이며, 사용 중심주파수 16.5 GHz에서 안테나이득은 33.68 dBi, 3 dB 빔폭은 $3.3^{\circ}$, 반사손실 -15 dB 사용대역폭은 1.0 GHz 이상이 되도록 설계하여, HFSS-IE를 사용하여 검증하였다.

• Steel and Composite Structures
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• 제5권2_3호
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• pp.141-158
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• 2005

The new version of Code for Design of Steel Structures (GB50017-2003) and other design standards in China were released over the last two years. Comparing with the previous version (GBJ17-88), many clauses covering the connection design have been revised. A number of additional provisions are supplemented to specify the design requirements for beam-column moment connections, as well as gusset plates for truss joints. In this paper, a summary on the design rules on connections specified in the current Chinese code is presented, and relevant commentary and background information is provided whenever appropriate. The design criteria governing weld and bolt resistance is examined and reviewed. Moreover, several issues such as detailing requirements for stiffeners and end-plate connections are discussed.