• 방송공학회논문지
• /
• 제4권2호
• /
• pp.134-143
• /
• 1999

본 논문에서는, IDWT(inverse discrete wavelet transform)를 효율적으로 구현하는 한 방법으로 홀수 탭(tap)의 선형위상 필터의 VLSI 구조를 제안한다. 제안한 필터 구조는 선형 위상 필터의 대칭 특성을 이용하여 대칭적인 위치에 있는 입력을 먼저 합한 다음 필터링을 수행한다. 이때 발생하는 전역 연결을 해결하기 위하여 입력의 흐름을 U자형으로 만듦으로써 국부적인 연결로 필터를 구현한다. 제안한 필터는 지연 소자부, 연산부, 덧셈부, 그리고 후처리부 등으로 이루어진다. 그리고, 각 부분들을 규칙적으로 배열하고, 국부적으로 연결함으로써 제안한 구조를 설계하기 때문에, 단순히 해당 부분들을 추가/삭제함으로써 임의의 선형 위상 IDWT 필터를 구현할 수 있다는 장점이 있다. 그리고, 제안한 필터를 직렬 연결 혹은 반순환적(semi-recursive) 구조로 배열함으로써 M 레벨 IDWT를 구현할 수 있음을 보인다. 본 논문에서 제안한 IDWT 구조는 기존의 구조들에 비해 간단하기 때문에 MPET-4 등 관련 분야에 효과적으로 적용될 것으로 기대된다.

• Steel and Composite Structures
• /
• 제37권2호
• /
• pp.175-191
• /
• 2020

In this article, for the first time, the seismic behavior of elliptic-braced moment resisting frame (ELBRF) is assessed through a laboratory program and numerical analyses of FEM specifically focused on the development of global- and local-type failure mechanisms. The ELBRF as a new lateral braced system, when installed in the middle bay of the frames in the facade of a building, not only causes no problem to the opening space of the facade, but also improves the structural behavior. Quantitative and qualitative investigations were pursued to find out how elliptic braces would affect the failure mechanism of ELBRF structures exposed to seismic action as a nonlinear process. To this aim, an experimental test of a ½ scale single-story single-bay ELBRF specimen under cyclic quasi-static loading was run and the results were compared with those for X-bracing, knee-bracing, K-bracing, and diamond-bracing systems in a story base model. Nonlinear FEM analyses were carried out to evaluate failure mechanism, yield order of components, distribution of plasticity, degradation of structural nonlinear stiffness, distribution of internal forces, and energy dissipation capacity. The test results indicated that the yield of elliptic braces would delay the failure mode of adjacent elliptic columns and thus, help tolerate a significant nonlinear deformation to the point of ultimate failure. Symmetrical behavior, high energy absorption, appropriate stiffness, and high ductility in comparison with the conventional systems are some of the advantages of the proposed system.

• Steel and Composite Structures
• /
• 제29권5호
• /
• pp.603-622
• /
• 2018

Precast concrete structures are erected from individual prefabricated components, which are assembled on-site using different types of connections. In the present design of these structures, beam-to-column connections are assumed pin jointed. Bolted billet beam to-column connections have been used in the precast concrete industry for many years. They have many advantages over other jointing methods in component production, quality control, transportation and assembly. However, there is currently limited information concerning their detailed structural behaviour under vertical loadings. The experimental work has involved the determination of moment-relative rotation relationships for semi-rigid precast concrete connections in full-scale connection tests. The study reported in this paper was undertaken to clarify the behaviour of such connections under symmetrical vertical loadings. A series of full-scale tests was performed on sample column for which the column geometry and bolt arrangements conformed to successful commercial practice. Proprietary hollow core floor slabs were tied to the beams by 2T25 tensile reinforcing bars, which also provide the in-plane continuity across the connections. The contribution of the floor strength and stiffness to the flexural capacity of the joint is currently neglected in the design process for precast concrete frames. The flexural strength of the connections in the double-sided tests was at least 0.93 times the predicted moment of resistance of the composite beam and slab. The secant stiffness of the connections ranged from 0.94 to 1.94 times the flexural stiffness of the attached beam. In general, the double-sided connections were found to be more suited to a semi-rigid design approach than the single sided ones. The behaviour of double sided bolted billet connection test results are presented in this paper. The behaviour of single sided bolted billet connection test results is the subject of another paper.

• 한국수학교육학회지시리즈E:수학교육논문집
• /
• 제37권2호
• /
• pp.299-327
• /
• 2023

본 연구에서는 초등학교 5학년 2학기 '합동과 대칭' 단원을 대상으로 탐구형 소프트웨어를 활용한 수업에서 학생들에게서 나타난 귀납적 추론 능력의 수준과 시각화 구성 요소의 양상이 어떠한지 파악하고자 하였다. 이를 위해 초등학교 5학년 1개 반, 총 19명을 대상으로 탐구형 소프트웨어 중 GeoGebra를 활용한 합동과 대칭 수업을 진행하고 학생들의 활동 결과물을 중심으로 분석하였다. 연구 결과 학생들의 귀납적 추론 능력 수준이 비슷한 수준을 유지하거나 발전되는 형태로 나타났고 학생들이 소프트웨어의 다양한 기능을 활용하여 도형의 새로운 성질을 귀납적으로 추론하는 모습이 나타났다. 또한 시각화 측면에서 학생들이 조건에 맞는 도형을 빠르고 쉽게 그릴 수 있었고 지필 환경과는 다르게 '측정', '대칭' 기능을 활용하여 복잡하면서도 정확히 합동과 대칭인 외적 표상을 변형, 조작하는 모습이 나타났다. 이러한 분석 결과를 바탕으로 도형 영역에서 탐구형 소프트웨어의 활용에 대한 시사점을 도출하였다.

• 대한치과보철학회지
• /
• 제18권1호
• /
• pp.15-35
• /
• 1980

The purpose of this study was to investigate stresses in the various components of fixed partial dentures restoring the posterior teeth of the lower jaw, and to measure quantitatively the effects of certain modifications in structural design on the stresses in the restorations using two-dimensional photoelasticity. Two-dimensional photoelastic methods were used in this study. Several models of fixed partial dentures were constructed. Shoulder less margins and anatomic occlusal reduction were incorporated in Model 1. Rounded shoulders and flat occlusal reduction were incorporated in Model 2, while Model 3 was a cantilever fixed partial denture. Other similar fixed partial dentures were constructed with V and U notches deliverately included in the region of the fixed joints for comparative reasons. The birefringent materials used in this study were PSM-1 and PSM-5 in standard sheets. PSM-1 was used for constructing the substructure, and PSM-5 was used in making the components of the fixed partial dentures. The two materials were used in the construction of composite photoelastic models. Improved artificial stone was used to represent dental cement in luting the composite photoelastic models. Static loading procedures were used at preplanned sites to represent occlusal loads in the mouth. 35 mm color and B/W film were used to record isochromatics in accordance with photoelastic procedures. Data reduction was performed using the grid method, which helped in, the mathematical integration procedure (Shear difference method) to separate the principal stresses. The results were as follows. 1. Fixed partial dentures do not function in bending as a symmetrical beam. Alternate areas of tension and compression were demonstrated when multiple contact loading was used. 2. The weakest part in posterior fixed partial dentures is the fixed joint. 3. (1) Models I and modified Model I were loaded on the pontic using a 50 pound vertical static load. The shear stress near the posterior fixed joint in Model 1 (U notches) was+129.4 p.s.i., and at the same fixed joint in modified Model 1 (V notches) was+239.4 p.s.i. The concentration of stress in fixed joint was reduced by 50% when U notches replaced the V notches. (2) Modified Model 2 was loaded using a multiple contact loader at a total load of 125 pounds. The difference between the principal stresses (${\sigma}_1-{\sigma}_2$), shear stress, at the V notches was+600 p.s.i., and at the U notches was+3l7 p.s.i. The shear stress was reduced by 50% when U notches replaced the V notches. V-grooves at the fixed joints should be avoided, and should be replaced by regular shaped U-grooves. 4. Cantilever fixed partial dentures had much higher stresses at the fixed joint than fixed partial dentures that were attached at both ends.

• 한국융합학회논문지
• /
• 제2권4호
• /
• pp.29-37
• /
• 2011

종래의 배전계통에 있어서의 전력조류는 변전소에서 선로말단을 향한 단 방향이었지만, 신에너지전원(분산전원)이 연계된 배전계통의 경우에는 그 출력용량의 여부에 따라 양방향의 전력조류가 발생할 가능성이 있어, 계통운용상 여러 가지의 문제점이 야기될 수 있다. 분산전원은 대규모전원의 보완적 역할과 배전선로 상의 국부적 부하 감당 역할을 부과하여 그의 적극적 활용을 꾀하기 위해서는, 분산전원으로부터 배전계통에 전력을 공급하는 역 조류의 기능을 허용할 수 있는 양방향 보호협조방식의 체제를 확립할 필요가 있다. 따라서 본 연구에서는 분산전원 연계에 따른 보호협조 기본 방안과 부하절체 운전에 따른 보호협조 방안, 변압기결선에 따른 보호협조 방안 등에 대한 알고리즘을 제시하였다. 또한, 이론적인 계산법(대칭좌표법)과 MATLAB/SIMULINK에 의하여 실 계통에서의 양방향 보호협조에 관련된 문제점을 분석하고, 해결방안을 제시하였다.

• The Journal of Advanced Prosthodontics
• /
• 제9권5호
• /
• pp.371-380
• /
• 2017

PURPOSE. The aim of this study is to evaluate and compare the stress distribution in Locator attachments in mandibular two-implant overdentures according to implant locations and different loading conditions. MATERIALS AND METHODS. Four three-dimensional finite element models were created, simulating two osseointegrated implants in the mandible to support two Locator attachments and an overdenture. The models simulated an overdenture with implants located in the position of the level of lateral incisors, canines, second premolars, and crossed implant. A 150 N vertical unilateral and bilateral load was applied at different locations and 40 N was also applied when combined with anterior load at the midline. Data for von Mises stresses in the abutment (matrix) of the attachment and the plastic insert (patrix) of the attachment were produced numerically, color-coded, and compared between the models for attachments and loading conditions. RESULTS. Regardless of the load, the greatest stress values were recorded in the overdenture attachments with implants at lateral incisor locations. In all models and load conditions, the attachment abutment (matrix) withstood a much greater stress than the insert plastic (patrix). Regardless of the model, when a unilateral load was applied, the load side Locator attachments recorded a much higher stress compared to the contralateral side. However, with load bilateral posterior alone or combined at midline load, the stress distribution was more symmetrical. The stress is distributed primarily in the occlusal and lateral surface of the insert plastic patrix and threadless area of the abutment (matrix). CONCLUSION. The overdenture model with lateral incisor level implants is the worst design in terms of biomechanical environment for the attachment components. The bilateral load in general favors a more uniform stress distribution in both attachments compared to a much greater stress registered with unilateral load in the load side attachments. Regardless of the implant positions and the occlusal load application site, the stress transferred to the insert plastic is much lower than that registered in the abutment.

• Nuclear Engineering and Technology
• /
• 제20권2호
• /
• pp.88-104
• /
• 1988

이차원의 유한요소법을 이용하여 axisymmetric R-$\theta$system으로 나누어서 정상과 부하추종 운전시에 핵연료 페렛트와 피복관의 열역학적 거동을 분석하기 위해서 FURA전산코드를 개발하였다. 온도분포와 내부압력을 정확히 계산하기 위해서 페렛트와 피복관의 변형과 핵분열의 기체방출을 전체 핵연료봉 길이로 고려하였다. 열역학적 평 형방정식을 얻기 위해서 Galerkin's Technique과 가상일의 원리를 사용하였고 역학적 해석을 위해서 탄성-소성, 크리프뿐만아니라 스엘링, 재배열, 고밀화 현상등을 고려하였다. 기하학적 모델에서는 4-결점 요소라 페레트 길이의 1/2만을 택하였다. 비선형식을 안정하게 해석하기 위해서 음해법을 도입하여 뉴튼-랩손 반복법을 적용하였다 이 코드의 검증은 해석해와 실험데이타로 비교하였다. 핵연료봉의 일반적인 거동은 axisymmetry system으로 계산하였고 균열된 페레트에 접촉하는 피복관의 거동은 R-$\theta$system을 사용하였다. 부하추종에 의한 피복관의 변형시효의 민감도는 출력율, 진동수, 진폭등으로 비교하였다.