• 콘크리트학회지
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• 제11권1호
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• pp.119-127
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• 1999

본 연구는 시멘트를 기초로 하는 준 취성재료를 2개 결합시킨 복합구조체의 파괴거동을 시뮬레이션 하는 데 그 목적이 있다. 이를 위해 작용하중방향에 직각으로 콘크리트와 시멘트를 적층하여 시편을 제작하였고, 비선형파괴해석에서 사용되는 각 구성재료별 파괴계수들을 구하기 위해 콘크리트와 시멘트 각각에 대해 3점휨시험 및 간접인장강도시험을 실시하였다. 시험을 통해 산정한 계수들을 도출한 이론식에 적용하여 복합체로 제작한 시편의 실험 결과치와 비교한 결과, 가상균열이론에 입각한 이론치와 실험결과치는 거의 유사한 경향을 나타내었다. 또한, 파괴에너지와 강도의 향상은 복합체를 구성하는 구성재료의 적층순서에 크게 의존하는 것으로 나타났다. 따라서 구조물의 목적에 맞게 복합체를 적절히 배열하므로써 구조물의 취성과 연성을 상승시킬 수 있음을 본 연구를 통해 알 수 있었다.

• Steel and Composite Structures
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• 제37권1호
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• pp.15-26
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• 2020

The top-and-seat angles with double web angles are commonly used in the design of beam-to-column joints in Asian and North American countries. The seismic behavior analysis of these joints with large cross-section size of beam and column (often connected by four or more bolts) is a challenge due to the effects from the relatively larger size of stiffened angles and the composite action from the adjacent concrete slab. This paper presents an experimental investigation on the seismic performance of exterior composite beam-to-column joints with stiffened angles under cyclic loading. Four full-scale composite joints with different configuration (only one specimen contain top angle in concrete slab) were designed and tested. The joint specimens were designed by considering the effects of top angles, longitudinal reinforcement bars and arrangement of bolts. The behavior of the joints was carefully investigated, in terms of the failure modes, slippage, backbone curves, strength degradation, and energy dissipation abilities. It was found that the slippage between top-and-seat angles and beam flange, web angle and beam web led to a notable pinching effect, in addition, the ability of the energy dissipation was significantly reduced. The effect of anchored beams on the behavior of the joints was limited due to premature failure in concrete, the concrete slab that closes to the column flange and upper flange of beam plays an significant role when the joint subjected to the sagging moment. It is demonstrated that the ductility of the joints was significantly improved by the staggered bolts and welded longitudinal reinforcement bars.

• Asian-Australasian Journal of Animal Sciences
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• 제17권1호
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• pp.116-121
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• 2004

It is known that the transportation stress of market pigs can affect their carcass quality and that blood concentrations of glucose, creatine kinase (CK) and lactate dehydrogenase (LDH) are indicators of the transportation stress. Fifty-seven gilts and 57 barrows weighing approximately 110 kg were randomly assigned into six groups in a 3 [high (0.31 $m^2/100$ kg BW)-, medium (0.35 $m^2$)- and low (0.39 $m^2$)-stocking densities]${\times}2$[1 h vs. 3 h transportation time] arrangement of treatments. Blood samples were taken during transportation and after 2 h lairage. The percentage of "standing" animals during transportation was less in the low- than in the mediumor high-stocking density; the opposite was true for the "sitting" posture. Plasma concentrations of glucose, CK and LDH increased after loading and declined to the resting levels after lairage. Concentrations of CK and LDH were greater in the 3 h vs. 1 h transportation group. Moreover, the LDH concentration was less in the low- than in the medium- or high-density group. Also detected was a significant interaction between the stocking density and transportation time in all of these blood variables. The incidence of pale, soft and exudative (PSE) carcass was greatest in the high-stocking density group. Interestingly, the PSE incidence increased following the 3 h vs. 1 h transportation at the low-density, but not at the medium-density. Results suggest that the medium-density may be preferable to the lowdensity in the long-distance transportation.

• 한국정밀공학회지
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• 제27권5호
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• pp.56-62
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• 2010

This paper presents the development process of roof carrier assembly using a one side release system for a vehicle. An RV(Recreational Vehicle) or SUV(Sports Utility Vehicle) has a roof carrier system on an upper surface of a roof panel for loading large or long size baggage. Such a roof carrier system is comprised of a roof rack longitudinally mounted on a roof panel and cross bar perpendicularly installed in the horizontal direction. Several locking mechanisms used in most vehicle roof carrier systems are composed with both side releasable locking ones. The obvious drawback to this arrangement is that when the user desires to reposition the cross bar, first one of the locking members must be unlocked and then the user must walk around to the opposite side of the vehicle to unlock the other member. In this paper, we proposed a newly locking mechanism, which allows a user simultaneously place both locking members of the roof carrier in locked and unlocked positions. In order to estimate design compatibility, structural and modal analysis is performed. Furthermore, a prototype based on the proposed design has been made, and then durability test carried out. From the simulation and experimental results, the proposed roof carrier system is proved effective and safe.

• 한국강구조학회 논문집
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• 제11권2호통권39호
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• pp.109-116
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• 1999

본 논문은 관통형 고력볼트를 사용한 엔드플레이트형식 콘크리트 충전 각형 강관 기둥 H형강 보 접합부에 대한 단조가력하에서의 실험적 연구이다. 본 실험의 목적은 전회(前回)에서는 파악되지 않았던 엔드플레이트의 두께와 볼트의 배열에 대한 영향을 정확하게 평가하는데 있다. 실험의 주요변수는 엔드플레이트의 두께(12mm, 16mm)와 볼트의 배열 (EP1, EP2, EP3)이다. 변수에 따른 실험결과를 비교, 분석하였다. 1)실험체는 Bjorhovde와 EC3의 분류법에 의해 분류하였다. 2)T-stub모델에 근거한 접합부의 최대 모멘트 예측식에 의해 계산된 이론치$(_tM_u)$는 실험치$(_eM_u)$에 잘 대응하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2018년도 추계학술대회
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• pp.241-247
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• 2018

Deep-sea fishing vessel No. 501 Oryong was fully flooded through its openings and sunk to the bottom of the sea due to the very rough sea weather on the way of evasion after a fishing operation in the Bearing Sea. As a result, many crew members died and/or were missing. In this study, a full-scale ship flooding and sinking simulation was conducted, and the sinking process was analyzed for the precise and scientific investigation of the sinking accident using a highly advanced Modeling & Simulation (M&S) system of the Fluid-Structure Interaction (FSI) analysis technique. To objectively secure the weather and sea states during the sinking accident in the Bering Sea, time-based wind and wave simulation at the region of the sinking accident was conducted and analyzed, and the weather and sea states were realized by simulating the irregular strong wave and wind spectrums. Simulation scenarios were developed and full-scale ship and fluid (air & seawater) modeling was performed for the flooding sinking simulation, by investigating the hull form, structural arrangement & weight distribution, and exterior inflow openings and interior flooding paths through its drawings, and by estimating the main tank capacities and their loading status. It was confirmed that the flooding and sinking accident was slightly different from a general capsize and sinking accident according to the simple loss of stability.

• Steel and Composite Structures
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• 제25권1호
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• pp.117-126
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• 2017

The component method is an analytical approach for investigating the moment-rotation relationship of steel connections. In this study, the component method was improved from two aspects: (i) load analysis of mechanical model; and (ii) combination of spring elements. An optimized component method with more reasonable component models, spring arrangement position, and boundary conditions was developed using finite element analysis. An experimental testing program in two major-axis and two minor-axis connections under symmetrically loading was carried out to verify this method. The initial rotational stiffness obtained from the optimized component method was consistent with the experimental results. It can be concluded that (i) The coupling stiffness between column and beam flanges significantly affects the effective height of the tensile-column web. (ii) The mechanical properties of the bending components were obtained using an equivalent t-stub model considering the bending capacity of bolts. (iii) Using the optimized mechanical components, the initial rotational stiffness was accurately calculated using the spring system. (iv) The characteristics of moment-rotation relationship for beam to column connections were effectively expressed by the SPRING element analysis model using ABAQUS. The calculations are simpler, and the results are accurate.

• International Journal of Naval Architecture and Ocean Engineering
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• 제4권2호
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• pp.141-150
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• 2012

Ship damage caused by maritime casualties leads to marine pollution and loss of life and property. To prevent serious damage from maritime casualties, several types of safety regulations are applied in ship design. Damage stability regulation is one of the most important safety issues. Designs of ships for long international voyages must comply with these regulations. Current regulations, however, do not consider the characteristics of the operating route of each ship and reflect only ship size and type of cargo. In this paper, a damage safety assessment was undertaken for a ship carrying radioactive waste in actual wave conditions. Damage cases for safety assessment were constructed on the basis of safety regulations and related research results. Hull form, internal arrangement, loading condition and damage condition were modeled for damage safety simulation. The safety simulation was performed and analyzed for 10 damage cases with various wave heights, frequency and angle of attack on an operating route. Based on evaluation results, a design alternative was generated, and it was also simulated. These results confirmed that damage safety analysis is highly important in the design stage in consideration of the operating route characteristics by simulation. Thus a ship designer can improve safety from damage in this manner.

• 한국정보통신학회논문지
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• 제24권11호
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• pp.1457-1462
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• 2020

스마트폰에는 다수의 응용 프로그램들이 탑재된다. 이 응용 프로그램들의 탑재, 삭제, 배치 등을 관리하는 서비스 응용 프로그램을 런처라고 하며 다양한 런처들이 사용된다. 기존 런처들 중에서 응용 프로그램의 사용자 활용 패턴들을 분석하여 아이콘을 자동으로 배치하는 기능을 제공하는 것도 있다. 본 논문에서는 스마트 폰 화면에서 아이콘들이 균형을 이루도록 아이콘을 자동으로 배치하는 방식을 제시한다. 사례를 통하여 이 방식의 자동 배치가 사용자에게 유용함을 보였다. 이 경우 높이가 m이고 너비가 n인 m × n 화면 레이아웃에서 n이 홀수이면 전체 화면이 n 값과 관계없이 항상 균형을 이루도록 배치할 수 있음을 수학적 귀납법으로 증명하였다.

• 대한토목학회논문집
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• 제30권2A호
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• pp.137-148
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• 2010

본 연구에서는 기존 엑스트라도즈드교와 PSC 사장교 사이의 영역인 주탑고비 1/6~1/7의 고주탑을 적용하여 엑스트라도즈드교의 구조적, 경제적 특성을 평가하였다. 주탑고가 증가함에 따라 사재의 연직하중 분담율의 증가와 함께 변동응력도 증가하여 사재의 피로안정성이 주요 설계변수임을 알 수 있었다. 국내에서는 엑스트라도즈드교의 설계기준 부재로 인하여 일본 설계기준을 준용하고 있다. 또한, 피로 검토하중도 정립되지 않고 있어 본 연구에서는 일본 피로 검토하중에 대응하는 국내 활하중을 적용 검토하여 DL24 하중이 피로 검토하중으로 적정함을 알 수 있었다. 제시된 피로 검토하중을 적용하여 주탑고, 주거더의 강성, 케이블 면수 등을 매개변수로 엑스트라도즈드교의 구조적, 경제적 특성을 검토하였다. 본 연구의 결과로써 일면 케이블 배치가 이면 케이블 배치보다 경제적임을 알 수 있었다. 또한, 주탑고비가 1/6의 변단면 고주탑 엑스트라도즈교에서 연직 하중분담율이 30~50% 이내로 모든 사재가 허용변동응력 이내로 들어와 사재를 효율적으로 사용할 수 있어 가장 경제적임을 알 수 있었다. 본 연구를 통해 기존의 엑스트라도즈드교보다 높은 주탑고를 적용함에 따라 구조적, 경제적으로 효율성을 높일 수 있음을 확인하였다.