• Steel and Composite Structures
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• 제24권4호
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• pp.441-453
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• 2017

In Y-shaped eccentrically braced frame fabricated with high strength steel (Y-HSS-EBF), link uses conventional steel while other structural members use high strength steel. Cyclic test for a 1:2 length scaled one-bay and one-story Y-HSS-EBF specimen and shake table test for a 1:2 length scaled three-story Y-HSS-EBF specimen were carried out to research the seismic performance of Y-HSS-EBF. These include the failure mode, load-bearing capacity, ductility, energy dissipation capacity, dynamic properties, acceleration responses, displacement responses, and dynamic strain responses. The test results indicated that the one-bay and one-story Y-HSS-EBF specimen had good load-bearing capacity and ductility capacity. The three-story specimen cumulative structural damage and deformation increased, while its stiffness decreased. There was no plastic deformation observed in the braces, beams, or columns in the three-story Y-HSS-EBF specimen, and there was no danger of collapse during the seismic loads. The designed shear link dissipated the energy via shear deformation during the seismic loads. When the specimen was fractured, the maximum link plastic rotation angle was higher than 0.08 rad for the shear link in AISC341-10. The Y-HSS-EBF is a safe dual system with reliable hysteretic behaviors and seismic performance.

• 대한기계학회논문집A
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• 제30권9호
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• pp.1062-1069
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• 2006

Reduction schemes approximate the lower eigenvalues that represent the global behavior of the structures. But, they are not efficient to be applied to large-scaled problems because these schemes require considerable amount of computing time in constructing reduced one from the original large-scaled systems. In addition, the selection of the primary degrees of freedom might be localized to cause the excessive emphasis of the lower mode or lost of the important modes. In the present study, a new reduction method combined with the subdomain method is proposed. For the construction of the final reduced system the system of each domain subdivided into primary, slave and interface degrees of freedom. It is remarkably efficient and accurate comparable to full-scale system. Numerical examples demonstrate that the proposed method saves computational cost effectively and provides a reduced system which predicts accurate eigen-pairs of global system.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.503-506
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• 2005

The PWR Nuclear Fuel assembly consists of more than 250 fuel rods that are supported by leaf springs in the cells of more than 10 Spacer Grids (SG) along the rod length. Since it is not easy to conduct mechanical tests on a full-scale model basis, the small-scaled rod bundle (5$\times$5) is generally used for various performance tests during the development stage. As one of the small-scaled tests, a flow test should be carried out in order to verify the performance of the spacer grid like the coolant mixing performance and to obtain the Flow-Induced Vibration (FIV) characteristics of the rod bundle over the specified flow range. A vibration test should be also performed to obtain the modal parameters of the bundle prior to the flow test. In this study, we want to develop the estimation procedure of the damping ratio for the small scaled test bundle. For the damping factor of the rod bundle and the grid case at the first vibration mode, as one of the vibration tests, a so-called pluck testing has been performed in air as a preliminary test prior to in-flow damping measurement test. Logarithmic decrement method is used for calculation of the damping ratio. Estimated damping ratio of the rod bundle is about 0.7% with reasonable error of 2% for the previous results. Nonlinear behavior of the rod bundle might be stem mainly Iron the rod-grid support configuration.

• 한국환경과학회지
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• 제17권6호
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• pp.647-655
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• 2008

The purpose of the study is to find the problems related to the current state of the stand age classes and the method of calculating it defined in the existing forest type map and propose the more accurate method of calculating the stand age classes. The object for the study was selected as the forest scattered around the Geesan village Paju city in Kyunggi province. For the accurate method of calculating the stand age classes, such items as, the type of actual vegetation, establishment of grid-type standard area scaled down at the level of the 5% of the actual area, the types, number, DBH and age of tree found by the plots, were investigated. It was found out actual vegetation was divided into the total 24 types and the 20 types of them belonged to the growing tree areas. As the plots, the 125 places(unit area: $400m^2$) were established the types of the trees found were distributed in the range where the minimum was 1 type, the maximum was 9, the mean was $4.4{\pm}1.5$, and the mode was 4 types. The number of the trees found was distributed in the range where the minimum was 17, the maximum was 125, the mean was $4.4{\pm}1.5$, and the mode was 70. In the DBH, the minimum was 6 cm, the maximum was 30 cm, the mean was 13 cm and the mode was 10 cm. As the result of measuring the age of the 5 trees corresponding to the value of the mode in DBH, selected among the dominant species by the plots, less than 20 years was 17 places, the 115 places were included in the range from 21 to 30 years, and more than 31 years was the 6 places.

• 한국지반공학회논문집
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• 제34권10호
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• pp.61-74
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• 2018

본 연구에서는 케이블 인발하중이 작용하는 현수교의 앵커리지 종류 중 터널식 앵커리지의 인발거동 특성을 축소모형실험과 수치해석을 통하여 분석하였다. 터널식 앵커리지는 국내외 적용사례가 적고 파괴형태 및 안전율 등 설계기법이 명확히 정립되어 있지 않아 설계기법 개선과 관련한 연구가 필요한 실정이다. 이에 국내 최초로 터널식 앵커리지가 적용된 울산대교를 대상으로 형상 및 구조를 단순화하여 축소모형실험을 수행하였다. 모형실험에서 앵커리지 구체와 주변 암반을 석고혼합물로 구현하였고, 평면 변형률 조건에서 인발 거동 특성을 조사하였다. 모형실험결과 터널식 앵커리지의 최종 인발 파괴모드는 울산대교의 설계시 가정한 바와 달리 쐐기(wedge)형태로 나타났다. 이를 검증하기 위해 유한요소해석 프로그램인 ABAQUS를 사용하여 수치해석을 시행하였고, 모형실험결과와 동일한 인발 파괴 거동을 확인할 수 있었다. 수치해석에서는 추가적으로 모형재료의 포아송비 및 주변암반의 강도 변화에 따른 영향을 조사하였다. 그 결과 극한 인발상태까지는 포아송비에 따른 영향이 적은 것으로 나타났고, 주변암반의 강도가 앵커리지 구체의 강도보다 10배 이상 큰 특수한 경우에 한하여 앵커리지가 주변 암반의 경계면을 따라 빠져나오는 소위 플러그(plug)형태의 파괴모드가 발생할 수 있음을 확인하였다.

• 한국지진공학회논문집
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• 제12권5호
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• pp.1-10
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• 2008

Taft N21E 지진파를 사용하여 1:12 축소된 모델로 여러번의 진동대 실험을 저층부 2개층에 비틀림과 연층을 가지는 17층 고층 철근콘크리트 건물에 대해 지진 거동을 조사하기 위해 수행했었다. 이 거동의 주요 특징은 (1) 연약 골조가 거대한 비탄성 변형을 받은 후 변형이나 비틀림에서 비틀림 모드까지 현저한 진동의 갑작스런 변화, (2) 이러한 모드 변화에 따른 비틀림 강성의 갑작스런 증가, (3) 비틀림 모드에서 월의 요곡(warping) 거동, 그리고 (4) 진동대 거동의 반대 방향에만 생기는 전도모멘트 양상을 보여주었다. 본 연구에서는 이러한 성과를 Perform3D라는 비선형 해석 프로그램을 사용하여 위 특성을 모사하기 위해 노력하였다. 이 소프트웨어에서 가용한 비선형 모델과 함께 그의 장점과 단점을 해석 및 실험 결과의 비교를 통해 제시하였다.

• 한국산학기술학회논문지
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• 제14권7호
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• pp.3158-3163
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• 2013

본 연구에서는 회전속도, 브레이크 압력 제어가 가능한 브레이크 다이나모메타를 제작하여 스퀼 소음 실험을 실시하였다. 브레이크 패드는 각각 $34^{\circ}$, $30^{\circ}$, $26^{\circ}$로 가공하여 패드 각도에 따른 스퀼 발생 조건과 음의 기울기 발생에 따른 스퀼 연관성을 연구 하였다. 각도에 따라 특정한 회전속도와 브레이크 압력에서 스퀼이 발생하였으며, 각도에 상관없이 하모닉 성분을 가지는 특정 주파수 소음을 발견하였다. 햄머링 테스트 및 유한요소해석을 통해서 특정 주파수는 In-plane모드 성격을 갖고 있으며, 패드 각도에 둔감한 모드임을 밝혀냈다.

• 전기전자학회논문지
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• 제16권3호
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• pp.265-273
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• 2012

Data stability and leakage power dissipation have become a critical issue in scaled SRAM design. In this paper, an advanced 8T SRAM cell improving the read and write stability of data storage elements as well as reducing the leakage current in the idle mode is presented. During the read operation, the bit-cell keeps the noise-vulnerable data 'low' node voltage close to the ground level, and thus producing near-ideal voltage transfer characteristics essential for robust read functionality. In the write operation, a negative bias on the cell facilitates to change the contents of the bit. Unlike the conventional 6T cell, there is no conflicting read and write requirement on sizing the transistors. In the standby mode, the built-in stacked device in the 8T cell reduces the leakage current significantly. The 8T SRAM cell implemented in a 130 nm CMOS technology demonstrates almost 100 % higher read stability while bearing 20 % better write-ability at 1.2 V typical condition, and a reduction by 45 % in leakage power consumption compared to the standard 6T cell. The stability enhancement and leakage power reduction provided with the proposed bit-cell are confirmed under process, voltage and temperature variations.

• 한국컴퓨터정보학회논문지
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• 제6권2호
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• pp.116-122
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• 2001

기존의 멀티캐스트 보안 프로토콜은 DVMRP, CBT와 같이 비교적 규모가 큰 라우팅 프로토콜에 적합하도록 설계되어 있어서 사용자가 비교적 적고 호스트들간의 지역적인거리가 멀고 최단경로 라우팅 특성을 가지는 PIM-SM(Protocol Independent Multicast-Sparse Mode) 라우팅 프로토콜을 지원하는데 무리가 있다. 본 연구에서는 모든사용자간의 가입/탈퇴시 또는 서비스 사용 중에 사용자의 정당한 서비스 보호를 위해 서브그룹을 RP단위로 나누고, 송신자만의 비밀키를 따로 관리하는 보안 구조를 설계하였다. 그결과 데이터 전송 시 그룹 키에 의한 자료 변환 작업이 불필요하여 키 분배시간이 단축되고, 다른 보안 구조에 비해 구조가 보다 간단해졌다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1996년도 자동차부품 제작기술의 진보
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• pp.35-46
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• 1996

The powder forging process offers beneficial material utilization as well as the minimization of finishing operations over that of conventionally forged rods. In the present work, the sintering behavior of Fe-2Cu-0.6C-0.35MnS, optimum preform design and forgeability of various forging conditions were investigated. This data were generated using a newly proposed sub-scaled con-rod specimen developed specifically to simulate the powder forging process. The results of present work, powder perform is so difficult to flow material into die cavity and mass flow has no effect on improving the strength. And, applied force to increase density of the specimen flowed material is greater than that of all repessing mode. On the contrary, the specimen flowed material became increased hardness of inside in contrast with all repressing mode, but the tensile strength were decreased with residual porosity in surface. Due to material flow characteristic of powder preform, the section of lower density in powder preform became also lower density in forged con-rod. So, preform design is very important in manufacturing powder forged connecting rod.