• Steel and Composite Structures
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• 제24권4호
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• pp.513-521
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• 2017

The goal of this study is to investigate structural analysis and behaviors of an innovative aerial work platform truss frame whose ductility is improved by using high strength-steel UL-700. The present space truss frame can move or stop through tunnels for maintenance constructions by automatic facilities and workmanship within standardized limited building lines of tunnel. Most of all, this method overcomes problematic, which is to block cars during construction periods, seriously, of typical methods like as using truck and scaffolds for tunnel maintenance. According to evaluated appropriate design results of space truss frames of numerical examples by using a commercial MIDAS GEN program, it is verified that design parameters such as layered size, cross-sectional size, and steel material of the present space truss frame are determined to depend on characteristics such as lanes or shape of road tunnels.

• 한국강구조학회 논문집
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• 제28권6호
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• pp.395-402
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• 2016

형태(from), 층(layer), 격자(grid) 등의 요소들이 고려되는 스페이스프레임 구조는 내부기둥 없이 대공간 연출이 가능하고, 대다수의 부재들이 210MPa에서 450MPa의 항복강도를 가진 강재들이 사용된다. 최근 국내에서 용접성과 내진성 및 경제성이 확보하고 제작 효율이 높은 항복강도 690MPa이상의 고강도 강재가 개발되고 있다. 본 연구는 스페이스 프레임 구조시스템에 위와 같은 장점을 가진 고강도 강재를 적용하여 구조물의 동적응답을 알아보기 위한 내용이며, 재료 및 기하학적 비선형성에 의한 스페이스 프레임의 구조적 성능을 해석적으로 규명하고자 한다. 이를 위해 각 형태에 따른 스페이스 프레임 구조물의 모드해석 및 비선형 과도해석 등의 유한요소 해석을 수행하였다.

• 한국실내디자인학회:학술대회논문집
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• 한국실내디자인학회 2003년도 춘계학술발표대회 논문집
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• pp.117-122
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• 2003

This study deals with apartments, the representative form of residence in Korea, and analyzes the residential plane of 30-pyong apartments that are constructed by the 5 construction companies within in the past three years. It is discovered that these apartments show a certain form and that developing the frame work of interior elements according to the characteristics of family types of 30-pyong apartment residents and the process for such a frame work are needed. Therefore, by analyzing the differences of residential forms according to resident types, this investigation tries to approach the design centering around users. To summarize the steps and contents of this study, first, it draws the understanding and the study field of common residential space, second, it shows the characteristics of family types within residential space, third, it analyzes and verifies the differences of characteristics according to family types within the representative size and form of plane. This investigation is aimed to provide the reasons for developing different planes according to family types despite they may be of the same size, to show the frame of the study method for developing the plane design and the interior element design for users and to suggest the way of designing residence in a conditional approach applying the conditions of users within common residential space.

• 한국태양에너지학회 논문집
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• 제38권4호
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• pp.33-42
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• 2018

In the application of the BIPV system, it is expected that the workability is lowered due to the difficulty in securing the space for wiring in the frame and the performance of the frame due to the wiring hole processing is lowered. Therefore, In this study, we propose a method to improve the wiring of the inner space of the BIPV frame, and through the simulation evaluation process, the thermal and condensation performance are secured by complementing the problems caused by the hole machining, and the time and effort required for BIPV construction are reduced. For this purpose, a wiring treatment method using a flange insertion tube was proposed, and the thermal and condensation performance was evaluated through simulation analysis.

• Journal of Power Electronics
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• 제18권5호
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• pp.1424-1433
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• 2018

This paper presents a novel space vector pulse-width modulation (SVPWM) to synthesize an arbitrary non-sinusoidal phase voltage. The key of the proposed method is that the switching vectors used to comprise the reference vectors in the ${\alpha}_1-{\beta}_1$ frame and the ${\alpha}_3-{\beta}_3$ frame are decoupled. In the ${\alpha}_1-{\beta}_1$ frame, the reference vector is comprised by near two large vectors. The corresponding vector comprised by the two vectors in the ${\alpha}_3-{\beta}_3$ frame is considered as a disturbance, which is restrained by close-loop control. In the ${\alpha}_3-{\beta}_3$ frame, there are two methods to comprise the reference vector. Method I is a near two middle vectors method. Method II uses near four vectors (two middle and two little vectors). The proposed SVPWM using decoupled switching vectors can guarantee a maximum modulation index in the ${\alpha}_1-{\beta}_1$ frame. The effectiveness of the proposed method is verified by simulated and experimental results under various operation conditions.

• 한국강구조학회 논문집
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• 제14권1호
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• pp.59-67
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• 2002

2층, 1경간 그리고 횡지지되지 않은 3차원 강뼈대 구조물의 극한강도 실험을 수행하였다. 과거의 강뼈대 구조물 실험은 2차원 구조물들의 실험이 대부분이었으므로 이 분야의 지식을 확대하기 위하여 3차원 실험에 대한 연구가 필요하다. 실험체에 수직과 수평 비비례하중을 재하하여 하중-변위곡선을 얻었다. 실험결과들은 3차원 비선형 해석의 검증을 위하여 유용하게 사용될 수 있다. ABAQUS를 이용한 3차원 비선형해석으로 얻은 결과를 실험 데이타와 비교하였다.

• 대한토목학회논문집
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• 제13권1호
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• pp.13-24
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• 1993

가상(假想)일의 원리(原理)를 이용하여 강절(剛節)-힌지단(端)을 갖는 평면(平面)뼈대요소(要素)와 비대칭(非對稱) 박벽단면(薄壁斷面)을 갖는 공간(空間)뼈대요소(要素)의 접선강도(接線剛度)매트릭스가 유도된다. 양단(兩端) 구속(拘束)된 비틂을 무시하는 경우, 구속(拘束)된 비틂을 고려하는 경우, 그리고 왼쪽단은 구속(拘束)된 비틂을 고려하고 오른쪽단은 구속(拘束)된 비틂을 무시하는 경우 각각에 대하여 박벽공간(薄壁空間)뼈대요소(要素)의 탄성(彈性) 및 기하적(幾何的)인 강도(剛度)매트릭스를 산정한다. 이때, 휨을 받는 평면(平面)보의 처짐함수를 적절히 선택하여 공간(空間)뼈대요소(要素)의 세방향처짐과 비틂회전각에 대한 형상함수(形狀函數)로 사용한다. 공간(空間)뼈대 구조물(構造物)과 원형(圓形)아아치의 횡좌굴(橫挫屈)문제를 해석(解析)하여 본(本) 연구(硏究)에 의한 해석결과(解析結果)들과 엄밀해(嚴密解) 또는 다른 문헌(文獻)의 결과(結果)들과 비교(比較) 분석(分析)하여 본(本) 연구(硏究)에서 제시한 이론(理論)의 정당성(正當性)을 입증(立證)한다.

• 한국지구과학회지
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• 제40권4호
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• pp.353-381
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• 2019

The general world model for homogeneous and isotropic universe has been proposed. For this purpose, we introduce a global and fiducial system of reference (world reference frame) constructed on a (4+1)-dimensional space-time, and assume that the universe is spatially a 3-dimensional hypersurface embedded in the 4-dimensional space. The simultaneity for the entire universe has been specified by the global time coordinate. We define the line element as the separation between two neighboring events on the expanding universe that are distinct in space and time, as viewed in the world reference frame. The information that determines the kinematics of the geometry of the universe such as size and expansion rate has been included in the new metric. The Einstein's field equations with the new metric imply that closed, flat, and open universes are filled with positive, zero, and negative energy, respectively. The curvature of the universe is determined by the sign of mean energy density. We have demonstrated that the flat universe is empty and stationary, equivalent to the Minkowski space-time, and that the universe with positive energy density is always spatially closed and finite. In the closed universe, the proper time of a comoving observer does not elapse uniformly as judged in the world reference frame, in which both cosmic expansion and time-varying light speeds cannot exceed the limiting speed of the special relativity. We have also reconstructed cosmic evolution histories of the closed world models that are consistent with recent astronomical observations, and derived useful formulas such as energy-momentum relation of particles, redshift, total energy in the universe, cosmic distance and time scales, and so forth. The notable feature of the spatially closed universe is that the universe started from a non-singular point in the sense that physical quantities have finite values at the initial time as judged in the world reference frame. It has also been shown that the inflation with positive acceleration at the earliest epoch is improbable.

• Interaction and multiscale mechanics
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• 제5권3호
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• pp.267-284
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• 2012

In most of the design offices, analysis of the frame is carried out without considering the effect of the rigidity of mat. The analysis of the superstructure without modelling the foundation properly and conversely analysing the foundation system without considering the stiffness of the superstructure may mislead the estimation of the forces. This paper examines the parameters, which affect the interaction and they are grouped into relative stiffness factors ${\kappa}_{rs}$ and ${\kappa}_{sb}$. An interaction analysis is performed for the five storeyed space frame of 3 bays ${\times}$ 5 bays, using ANSYS finite element code. The soil was treated as an isotropic, homogenous and elastic half space medium and the following conclusions were drawn from the analyses. The differential settlement is reduced due to interaction and the performance of the mat depends on ${\kappa}_{sb}$ values. The moments $M_x$ and $M_y$ in the corner column at all the storey levels are higher in the case of the interaction analysis than in the conventional analysis. The axial forces in the peripheral columns increased and to that extent, the inner column axial loads are reduced. In the beam, more variation is seen in the support moments than in the span moments.

• 한국지진공학회논문집
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• 제6권5호
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• pp.45-51
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• 2002

비선형동적해석을 통하여 RC 입체라멘교에 대한 지진거동특성 및 파괴메카니즘에 관한 연구를 수행하였다. 파이버모델에 기초한 RC 프레임요소를 교각에 도입하여 3차원영역에서 모델링하여 비선형동적해석을 수행하였다. 해석의 정확성을 향상시키기 위하여 균열 진전후 콘크리트와 철근의 부작특성에 의한 재료역학적 특성차이를 고려하기 위하여 파이버는 철근영역(RC zone)과 무근영역(PC zone)으로 영역화하였다. 대상교량은 관성력 중심위치와 교량의 강성중심 위치가 일치하지 않아 비틀림을 동반한 복잡한 지진거동특성을 나타내었다. 이러한 거동특성에 의하여 유연한 교각 옆에 위치하는 상대적 강성이 큰 교각에 과다한 지진하중이 집중되어 파괴에 이르는 것으로 나타났다.