• 한국지진공학회논문집
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• 제22권3호
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• pp.149-160
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• 2018

This study experimentally and analytically examines the seismic vulnerability of steel rack storage frames subjected to Korea earthquakes (2016 Gyeongju earthquake and 2017 Pohang earthquake). To achieve this aim, this study selects a three-story, one-bay steel rack frame with a typical configuration of rack frame in Korea. Firstly, the local behavior for frame components is examined by performing monotonic and/or cyclic load tests and the global response and dynamic characteristics of the subject rack frame are investigated by conducting a shaking table test. The analytical model of the rack frame is then created based on the experimental results and is used to perform nonlinear time history analyses with recorded Korea earthquakes. The seismic demand of the rack frame is considerably affected by the spectral acceleration response, instead of peak ground accelerations (peak floor accelerations). Moreover, the collapse fragility curve of the rack frame is developed using incremental dynamic analyses for the Gyeongju and Pohang earthquakes. Fragility results indicate that the ground motion characteristics of these earthquakes do not significantly affect the frame vulnerability at the collapse state.

• 소음진동
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• 제3권1호
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• pp.39-46
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• 1993

The seismic qualification for the class 1E battery of Korea Multipurpose Research Reactor was accomplished by the analysis as well as testing. The full rack consists of 4 similar sections of typical frame structure and contains 60 cells. However, since the seismic qualification was required on the frame structure and only on 3 aged ones among 60 dells, 2 sections of the full rack were assembled as a test rack with 28 cells including the 3 aged cells for an economic test. Seismic analysis for the full rack was carried out using the finite element program ANSYS. The modal parameters identified from the resonance search thest on the test rack were used to the seismic analysis of the full rack. It was confirmed that the test rack could represent the full rack with regards to seismic responses and function of cells, and that the full rack and aged cells were qualified to the given seismic test requirements.

• 한국산학기술학회논문지
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• 제20권5호
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• pp.13-19
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• 2019

후쿠시마 원전사고 이후 비상 배터리 시설에 대한 안전성 강화가 요구되면서 리튬 폴리머 배터리를 적용한 새로운 전원 공급장치가 국내에서 세계 최초로 제안되었다. 그러나 제안된 기술을 현장에 적용하기 위해서는 배터리 장치가 설치되는 랙 시스템의 내진 안전성이 요구된다. 본 연구에서는 세계 최초로 72시간 용량 확보를 위해 개발 된 리튬폴리머 배터리 장치를 대상으로 지진 발생 시 전원장치의 안전성을 확보하기 위해 설계 된 전원장치 스트링 및 랙 프레임에 대한 내진성능을 평가하고자 하였다. 실험 결과 1) 단위 랙 시스템의 공진대역은 9 Hz로서 지진하중 전 후의 고유진동수가 변하지 않음에 따라 설계지진하중에 대한 부재 및 부재간의 연결부에 대한 안전성을 확인할 수 있었다. 원전 설계기준 OBE와 SSE에서의 가속도 응답 결과 2) 스트링 제작에 의한 진동 저감 효과가 약 20%정도 보였으며, 3) OBE, SSE 조건에서의 내진시험 결과 랙 프레임 시스템은 설계지진에 대해 안전한 것으로 나타났다. 따라서 본 연구에서 제시한 랙 시스템은 요구 지진력에 대한 구조적 건전성이 입증되었으므로 원전 시설에 적용이 가능한 것으로 나타났다.

• 한국기계가공학회지
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• 제7권2호
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• pp.52-59
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• 2008

The objective of this study is to develop an automatic object changer unit to improve processing problems existed in the conventional horizontal machining center. To achieve this goal, this study designed a horizontal transfer as the second project continued to the first project that designed a upward and downward traverse unit. A horizontal traverse unit shows a symmetric structure and consists of frame, which consists of four unit tools, motor and reducer, which are fixed at a frame, operation unit with pinions, first traverse unit, and second traverse unit. Constraint conditions based on the operation mechanism with these elements were configured and obtained following results after modeling a model for a traverse motor. In the kinematic expression of sliding motion with one degree of freedom, the sliding motion is constrained. Also, the rack 3 installed at a frame is used to configure possible kinematic constraint conditions of the rack 2 according to the rolling motion of the pinion 2 in the first traverse unit. In addition, the moment of inertia that is a type of kinetic energy in a converted horizontal traverse unit in the side of the reducer can be applied to introduce the moment of inertia of a converted horizontal traverse unit in the side of the reducer by using the sum of kinetic energy in the rack and pinion, which is a part of the horizontal traverse unit. Also, the equation of motion of the converted upward and downward traverse unit in the side of the motor using the equation of motion of the motor. Furthermore, the horizontal traverse unit predetermines the mass of the first and second traverse unit and applied load including the radius and reduction ratio of the pitch circle in the pinion 1 and applied load to the rack 2. Then, a proper motor can be determined using several parameters in the upward and downward traverse unit in order to verify such predetermined specifications. In future studies later this study, a simulation that verifies the results of the previous two stages of studies using a finite element method.

• Steel and Composite Structures
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• 제23권2호
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• pp.143-152
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• 2017

This paper focuses on the seismic performance of pallet-type steel storage rack structures in their down aisle direction. As evidenced by experimental research, the seismic response of storage racks in the down-aisle direction is strongly affected by the nonlinear moment-rotation response of the beam-to-column connections. In their down-aisle direction, rack structures are designed to resist lateral seismic loads with typical moment frames utilizing proprietary beam-to-column moment-resisting connections. These connections are mostly boltless hooked type connections and they exhibit significantly large rotations resulting in large lateral frame displacements when subjected to strong ground motions. In this paper, typical hooked boltless beam-to-column connections are studied experimentally to obtain their non-linear reversed cyclic moment-rotation response. Additionally, a compound type connection involving the standard hooks and additional bolts were also tested under similar conditions. The simple introduction of the additional bolts within the hooked connection is considered to be a practical way of structural upgrade in the connection. The experimentally evaluated characteristics of the connections are compared in terms of some important performance indicators such as maximum moment and rotation capacity, change in stiffness and accumulated energy levels within the cyclic loading protocol. Finally, the obtained characteristics were used to carry out seismic performance assessment of rack frames incorporating the tested beam-to-column connections. The assessment involves a displacement based approach that utilizes a simple analytical model that captures the seismic behavior of racks in their down-aisle direction. The results of the study indicate that the proposed method of upgrading appears to be a very practical and effective way of increasing the seismic performance of hooked connections and hence the rack frames in their down-aisle direction.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2002년도 춘계학술대회 논문집
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• pp.405-408
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• 2002

A high speed feeding type laser cutting UC is developed for the precise cutting of sheet metal. The M/C is a flying optics type one with specified functions of movability and strength in order to increase workability. The gantry frame should be moved with a certain velocity within a relatively short time for the proper cutting of object materials. The gantry is actuated by rack and pinion. In this paper, modal and structural analysis for a laser culling M/C, is carried out in development of the machine The machine is modeled by placing proper shell and solid finite elements and fictitious mass properties to represent the real one.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.351-354
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• 2003

A new milling machine was designed and manufactured for underwater cutting of rotary specimen racks(RSR) used in the Korea Research Reactor. To cut out intermediate level radioactive stainless steel parts from RSR effectively and safely, the machine was designed to be operated in four directions of X, Y, Z axes and a rotation upon Z axis. The stress and displacement of main frame were simulated by using a structural analysis tool(Design Space) and the pressure of clamping device was evaluated.

• 한국자동차공학회논문집
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• 제9권2호
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• pp.185-191
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• 2001

In many papers, the powertrain system generally has been madeled as one-dimensional torque model. One-dimensional powertrain model may calculate the torque correctly but it does not consider the non-rotational degrees-of-freedom of the powertrain components and the interaction of these degrees-of-freedom with the vehicle body frame and suspension. To consider the non-rotational degrees of freedom, the differential is modeled as a three-dimensional rigid body in this paper. A constant velocity joint is newly formulated and a relative constraint is also formulated to model the motion transfer due to gear ratio of the differential. Implementing the proposed powertrain system in the multibody model, more detail dynamic responses can be obtained. Obtained outputs such as reaction torques on the constant velocity joint and reaction forces on the rack can be useful data in the design of a powertrain.

• 한국위성정보통신학회논문지
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• 제10권3호
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• pp.53-56
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• 2015

최근 스마트폰과 태블릿 PC 등의 무선 랜(WLAN: Wireless Local Area Networks)을 지원하는 디바이스가 급증하고, 이를 이용한 모바일 서비스가 기하급수적으로 빠르게 보급되었다. 이런 상황에 따라 무선 랜은 더 빠른 속도의 데이터 전송에 대하여 요구하였고, 이를 만족하기 위하여 IEEE 802.11n의 표준이 확정되었다. 특히, IEEE 802.11n의 표준에서 A-MPDU(Aggregation MAC Protocol Data Unit)이라는 핵심적인 기술을 발표하였다. 이는 데이터를 전송할 때 발생하는 오버헤드를 감소하여 전송속도 향상에 도움을 주었다. 본 논문에서는 이 A-MPDU 전송하는 데이터 중 TCP 트래픽을 전송할 때 발생하는 문제점에 대하여 논하고, 해결 방안도 제시한다. A-MPDU 방식으로 TCP 데이터를 전송할 때, 특정 MPDU 데이터가 전송이 실패하는 경우 TCP Duplicate ACK을 발생하여 불필요한 TCP 재전송이 발생하게 된다. 이에 TCP가 갖고 있는 TCP cumulative ACK을 이용하여 불필요하게 발생하는 TCP duplicate ACK 생성을 막고 전송효율을 높이는 방안을 해결책으로 제시한다. 이 해결 방안은 여러 개의 TCP ACK을 집적하여 보내는 대신 시퀀스 번호가 가장 높은 TCP ACK을 하나만 대표하여 보내어 불필요한 오버헤드를 감소할 수 있다. 이 방식을 이용하면 기존 표준에서 제안된 방식에 비해 최대 20% 이상의 전체 처리율 향상을 볼 수 있다.

• 한국산학기술학회논문지
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• 제17권10호
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• pp.554-561
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• 2016

본 연구에서는 도로 겸용 궤도상을 운행하는 인터모달 트램에 적용하는 대차 시스템의 구조 안전성을 검증하고자 대차프레임에 대해 하중 시험과 강도 평가를 수행하였다. 기존 철도의 궤도와는 달리 급곡선과 급구배가 많은 도로상에 건설된 궤도의 특성을 고려하여 하중을 산정하였고, 기존 표준 규격의 기준 하중과 비교하였다. 비교 결과, 인터모달 트램 대차시스템에 작용하는 수직하중은 기존 표준 규격에서 제시하는 수직하중보다 작으나, 전후하중 및 좌우하중은 기존 표준 규격에 제시하는 하중 이상이 되었다. 표준 규격의 수직하중은 다양한 종류의 열차를 포괄하기 때문에 보수적인 값을 제안하고 있으나, 전후하중과 좌우하중은 급구배 급곡선을 고려하지 않기 때문에 대차 프레임에 작용하는 실제 하중과 차이가 있게 된다. 새로운 철도시스템의 개발 시에는 표준 규격 하중보다도 실제 작용 하중을 산정하여 적용하는 것이 합리적임을 알 수 있었다. 산정된 하중을 기초로 제작된 대차 프레임에 스트레인게이지를 부착하고 대형 하중 프레임에 세팅한 후, 유압 액튜에이터를 이용하여 하중을 가하고 응력을 계측하였다. 응력 계측 결과 대차 프레임에 발생하는 최대 응력은 프레임 단면이 변화되는 곡선부나 브라켓이 취부되는 취약부에서 발생하였으나 허용응력 이하가 되어 구조적 안전성이 확보된 것으로 평가되었다.