In 2017 Pohang Earthquake, a number of residential buildings with pilotis at their first level were severely damaged. In this study, the results of an analytical investigation on the seismic performance and structural damage of two bearing wall buildings with pilotis are presented. The vibration mode and lateral force-resisting mechanism of the buildings with vertical and plan irregularity were investigated through elastic analysis. Then, based on the investigations, methods of nonlinear modeling for walls and columns at the piloti level were proposed. By performing nonlinear static and dynamic analyses, structural damages of the walls and columns at the piloti level under 2017 Pohang Earthquake were predicted. The results show that the area and arrangement of walls in the piloti level significantly affected the seismic safety of the buildings. Initially, the lateral resistance of the piloti story was dominated mainly by the walls resisting in-plane shear. After shear cracking and yielding of the walls, the columns showing double-curvature flexural behavior contributed significantly to the residual strength and ductility.

Zona pellucida (ZP), a primarily representative coat of mammalian egg and embryo, has an extremely heterogeneous morphology during different developmental stages. The objective of the present study was to compare the morphological changes of the ZP surface of immature, in vitro and in vivo matured canine oocytes by using scanning electron microscopy (SEM). Canine ovaries were collected from local veterinary hospitals to recover immature oocytes. The ovaries were sliced and the released cumulus oocyte complexes (COCs) were washed with TL-HEPES. The selected COCs were randomly divided into two groups, first group was processed immediately at immature state and the second group was processed 72 h after in vitro maturation, and compared with in vivo derived oocytes. Oocytes were fixed, critical point dried and examined under SEM. The diameters of oocyte and outer holes of the ZP were measured on a total of 249 oocytes; the results were analyzed using One-way ANOVA. Our results showed that, the diameter of immature oocytes significantly differed (p < 0.05) from that of in vivo matured oocytes (79.60 ± 0.77 μm vs. 101.46 ± 1.07 μm, respectively). Similarly, a significant difference (p < 0.05) in the diameters between those of in vitro and in vivo matured oocytes were found (79.51 ± 2.36 μm vs. 101.46 ± 1.07 μm, respectively). Moreover, the diameters of the outer holes of the ZP were significantly (p < 0.05) larger in in vivo matured (1.48 ± 0.42 μm) than in vitro matured for 72 and immature oocytes (1.10 ± 0.16 and 0.43 ± 0.12 μm, respectively). Taken together, these data indicates that the ZP surface is related to oocyte maturity in canine.

Mechanical components are to be produced with accurate dimensions in order to function properly in assemblies of a machine. Once designs of mechanical components are created, designers examine the designs by adopting many known experimental methods. A primary test method includes stress and strain evaluation of structural parts. In addition, fatigue test and vibration analysis are an important test method for mechanical components. Real experiments at a laboratory are established when products are manufactured. Since design changes should be done before producing the designs in factories, rapid modifications for new designs are required in production industries. FEM simulation is a proper choice for a design evaluation with speed at a detail stage in design process. This research focuses modeling and mechanical simulation of a mechanical component in order to ensure structural safety. In this paper, a universal joint, being used in driving axels of vehicles, is studied as a target component. A design model is created and tested in some ways by using commercial software of FEM. The designed component is being twisted to transmit heavy power and thus, torsional stress should be under strengths of the component’s material. The next is fatigue analysis to convince fatigue cycles to be within the endurance limit of the material. Another test is a vibration analysis for rotational components. This research draws final conclusions from these test analyses and recommends whether the designed model is under safety condition in terms of mechanical structure.

Among the soft ground improvement methods, PBD is the most common construction method because it is cheap and construction is fast. However, if the ground is rigid, additional work is required. In this study, the structural safety, natural vibration, and safety angle of the steel vertical tower structure were evaluated in the development of the PBD composite perforator which can be combined with drilling work and PBD construction. Structural safety was assessed when the wind load of 20 m/s was simultaneously applied to the PBD construction load of 20 tons, the perforating operation of 25 tons, and the wind speed of 50 m/s was applied only to the wind load. The natural frequencies were evaluated up to the sixth mode, and the safety angle was evaluated for static and dynamic safety angles.

In this paper, dynamic model of 120mm self-propelled mortar is developed, and multi flexible body dynamics analysis is performed to analyze stresses occurring in the mount during mortar fire. For this, vehicle dynamic system, mortar dynamic system, and finite element mount model are proposed. The commercial program Recurdyn is used in the analysis. As a result of the analysis, the maximum stress(146.9MPa) occurred at the mount side plate. In order to analyze the validity of the analysis results, we performed strain measurement tests by selecting three major points, and the errors of results were 7.91%, 11.15%, and 18.23%, respectively. It is confirmed that the tendency of analysis and test is similar.

In order to remove rust and impurities from surface of raw SUS circular bar, peeling machine is used to make lustrous and clean surface of SUS circular bar. Drawing process system is used to manufacture SUS hexagonal bar. SUS hexagonal bar have been widely used to make hexagonal bolt/nut, adapter and fittings and so on. The purpose of this study is to investigate the stabilities for guide bar of clamp in drawing process system. As the results, the guide bar showed structural stability in cases of below load of 50 Ton and over hook radius of 3.0mm. Further as the thickness of guide bar hooking with jaw was increased, minimum safety factor was decreased.

이 논문에서는 다중 재난을 고려한 복합 구조제어 시스템의 최적 설계방법을 제시한다. 한 가지 유형의 위험에 대해 하나의 시스템이 설계되는 전형적인 구조제어 시스템과는 달리, 구조물의 지진 및 바람에 의한 진동응답을 저감하기 위해 능동 및 수동제어 시스템에 대한 동시 최적 설계방법을 제안하였다. 수치 예로서, 30층 빌딩 구조물에 설치된 30개의 점성 댐퍼와 복합형 질량 감쇠기에 대한 최적 설계문제를 보였다. 최적화 문제를 풀기 위해 자체적응 화음탐색(harmony search, HS)알 고리즘을 채택하였다. 화음탐색 알고리즘은 사람이 연주하는 악기의 튜닝 과정을 모방한 전역 최적화를 위한 메타 휴리스틱 진화 연산방법의 하나이다. 또한 전역 탐색 및 빠른 수렴을 위해 자가적응적이고 동적인 매개변수 조정 알고리즘을 도입하였다. 최적화 설계 결과, 능동 및 수동 시스템이 독립적으로 최적화된 표준적인 복합제어 시스템에 비해 제안한 동시 최적제어 시스템의 성능과 효율성이 우수함을 보였다.

본 연구는 한우 보증씨수소 844두를 출생년도를 기준으로 8개 집단으로 분류하고, 각 개체들의 친자확인용 유전자 마커정보를 농협경제지주 한우개량사업소 홈페이지에서 제공 받아 유전적 다양성 및 구조 변화 분석에 활용하였다. 한우 보증씨수소 전체 집단의 대립유전자수(number of alleles)의 평균은 10.54개, 기대 및 관측 이형접합율(Hex, Hob)의 평균은 각각 0.764, 0.773, 다형성 정보량 지수(PIC)의 평균은 0.727 그리고 Fis의 평균은 –0.014로 확인되었다. 한우 보증씨수소 집단을 출생년도 별로 구분한 8개 집단의 유전적 다양성 및 구조 분석 결과, D집단(2005-2004년)의 기대이형접합율(0.777), 관측이형접합율(0.792) 그리고 다형성정보지수(0.740)가 가장 높은 것으로 확인되었다. C집단(2003-2004년)과 E집단(2007-2008년)에서는 기대이형접합율이 관측이형접합율 보다 큰 것으로 확인되었고, 나머지 그룹 모두에서는 관측이형접합율이 기대이형접합율 보다 큰 것으로 확인되었다. 대립유전자 출현빈도를 기반으로 유전적 조성과 구조를 추론하기 위해 STRUCTURE software를 이용하여 분석한 결과 세대가 지남에 따라 특정 유전적 성분의 변화 또는 비중의 증감을 확인 할 수 있었다. 이는 개량 목표를 설정하고 지속적으로 추진되고 있는 개량 사업이 한우 씨수소 집단의 유전적 구조 변화에 영향을 미치고 있음을 확인 할 수 있는 중요한 자료로, 한우 개량 사업의 효율적인 추진을 위해 유용하게 활용 될것으로 사료된다.

U-flanged truss beam is composed of u-shaped upper steel flange, lower steel plate of 8mm or more thickness, and connecting lattice bars. Upper flange and lower plate are connected by the diagonal lattice bars welded on the upper and lower sides. In this study the structural experiments on the U-flanged truss beams with various shapes of upper flange were performed, and the flexural and shear capacities of U-flanged truss beam in the construction stage were evaluated. The principal test parameters were the shape of upper flange and the alignment space of diagonal lattice bars. In all the test specimens, the peak loads were determined by the buckling of lattice bar regardless of the upper flange shape. The test results have shown that the buckling of lattice bar is very important design factor and there is no need to reinforce the basic u-shaped upper flange. However, the early lattice buckling occurred in the truss beam with upper steel bars because of the insufficient strength and stiffness of upper chord, and the reinforcement in the upper chord is necessary. The formulae of Eurocode 3 (2005) have presented more exact evaluations of lattice buckling load than those of KBC 2016.

본 연구에서는 구조단열패널을 구조 벽체로서 활용하기 위하여 개구부를 설치한 후 편심축하중 실험 및 해석을 수행 하였다. 실험체의 크기는 1200×2400㎜이다. 실험체는 7개로서 개구부의 크기와 개구부 보강방법, 강재를 시용한 구조단열패널 보강을 변수로 하여 진행하였다. 구조단열패널에 대하여 개구부 설치에 따른 구조적 거동을 분석하기 위한 변수해석을 수행하였다. 구조성능 실험 결과와의 비교분석을 통해 해석에 대한 검증을 하였고, 개구부 크기를 변수로 하여 편심축하중을 받는 구조단열패널의 구조적 거동을 유한요소해석을 통하여 분석하였다. 이를 통해 구조단열패널에 적합한 최적의 개구부 형상을 제안 하고자 한다.

북미와 유럽 등지에서 주거용 주택소재로서 폭넓게 사용되고 있는 구조단열패널(SIP)의 구조적 성능을 평가하기 위해 면내전단하중 시험을 수행하였다. 국외의 경우, 구조단열패널의 기준과 관련된 연구들이 다양하게 진행되었다. 하지만, 국내의 경우, 구조단열패널에 대한 기준은 마련되어 있지 않으며, 성능평가와 관련된 연구는 극소수이다. 본 연구에서는 구조단열패널을 내력벽으로 활용하기 위한 구조성능평가 실험을 수행하였으며, 벽체에 개구부 설치 후 면내전단하중을 가력하였다. 실험체의 크기는 2,400×2,400㎜이며, 변수로는 개구부의 크기와 개구부 보강방법이다. 실험체의 수량은 총 8개이다. 개구부가 있는 구조단열패널의 구조 해석을 수행 하였다. 해석 결과는 구조 실험 시험 결과와 비교하였다. 이를 통해 구조단열패널의 구조 거동을 예측할 수 있는 해석 모델을 완성하였다. 개구 크기를 변수로 하여 면내전단하중을 받는 구조단열패널의 거동을 유한 요소 해석을 통해 분석하였다. 연구를 통해 구조단열패널의 최적 개구부 크기를 제안한다.

The purpose of this study is to evaluate the structural safety of cultural altar since its bearing capacity has been questioned due to weathering damages and sectional defections. This evaluation process consists two stages; which the first is field investigation and the second is structural modeling and analysis. Based on field investigation, all of the structural members supporting the altar were carefully examined and all the findings were accounted for the development of the structural modeling using the Midas computer program. Using a 3D scanner, the weight of the Buddha statue was applied to the structural modeling. Then, according to the allowable stress design method of KBC2016, the structural safety was evaluated. Based on this result, replacements of several structural members were recommended to increase the structural safety and value of cultural property.

We report the structural, morphological and magnetic properties of the Ni70Mn30 alloy prepared by Planetary Ball Mill method. Keeping the milling time constant for 30 h, the effect of different ball milling speeds on the synthesis and magnetic properties of the samples was thoroughly investigated. A remarkable variation in the morphology and average particle size was observed with the increase in milling speed. For the samples ball milled at 200 and 300 rpm, the average particle size and hence magnetization were decreased due to the increased lattice strain, distortion and surface effects which became prominent due to the increase in the thickness of the outer magnetically dead layer. For the samples ball milled at 400, 500 and 600 rpm however, the average particle size and hence magnetization were increased. This increased magnetization was attributed to the reduced surface area to volume ratio that ultimately led to the enhanced ferromagnetic interactions. The maximum saturation magnetization (75 emu/g at 1 T applied field) observed for the sample ball milled at 600 rpm and the low value of coercivity makes this material useful as soft magnetic material.