• Journal of the Korean Society for Precision Engineering
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• v.20 no.7
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• pp.13-19
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• 2003

산업의 발달과 더불어 초소형, 고정밀 제품에 대한 수요가 증가함에 따라 이를 가공할 수 있는 마이크로 가공기술 및 초정밀 공작기계를 구현할 수 있는 설계기술이 국가 경쟁력을 결정하는 핵심 기술로 인식되기에 이르렀다. 공작기계의 성능은 주축계 설계 및 제작기술, 이송계 설계 및 제작기술, 오차 보상기술, 베드 구조물 설계 및 방진기술, 시스템 종합기술 등에 의해 결정되며, 이중에서도 주축계의 설계 및 제작 기술은 가공정밀도 및 생산기술을 주도하는 핵심기술이라 할 수 있다.(중략)

• Proceedings of the KSR Conference
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• 2004.06a
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• pp.778-782
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• 2004

Floating floor structure, which is mainly adopted for reducing interior noise of railway vehicle, is known that it is superior to single wall in respect of sound transmission loss. The dynamic characteristic of the support in the floating floor that is one of the important design variables in floating floor structure can change the sound and vibration insulation properties of it. From excitation test, the dynamic stiffness and loss factor of the support are evaluated. They are used as input parameter for analyzing the sound transmission loss of floating floor. Predicted transmission loss is compared with the prototype-car test results.

• Journal of the Korean Society of Manufacturing Process Engineers
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• v.3 no.1
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• pp.45-51
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• 2004

In this paper, the relationship between the mechanical properties of alumina abrasives and grinding performance was investigated. Micro vickers hardness and fracture strength of all abrasives used in this study were measured. The grinding experiments were earned out with alumina grinding wheels made by various kinds of alumina abrasives including 32A, WA, ART, ALOMAX, and RA. The performance of such grinding wheel for grinding SKD11 was evaluated by specific grinding energy, grinding-ratio, and surface roughness. The grinding wheels composed by the harder abrasives and the lower fracture strength abrasives showed better grinding performance.

• Proceedings of the KSR Conference
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• 2007.11a
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• pp.569-574
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• 2007

The paper presents an application of the model to a practical problem of train-induced vibrations. The aim of this study is to vertify for performance of isolators which was developed in KRRI supported floating slab track. Laboratory tests on developed isolations show that the energy dissipation, under cyclic loading of constant amplitude, can be suitably represented by a combination of a viscous and a hysteretic damping. Also, other tests for structural performance are carried out, such as elastic material test, compression test and so on. The specimen, $400{\times}400{\times}300mm$, is placed between two stiff steel plates designed to uniformly distribute the compression stress on the surface.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.10a
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• pp.95-98
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• 1995

공동주택의 침실, 거실 등은 가족의 휴식처로서 매우 정숙한 환경을 필요로 한다. 최근에 많이 건설되고 있는 고층아파트에는 고속엘리베이터가 설치되고 공간절약 및 구조적 기능 등으로 인하여 엘리베이터통로가 침실이나 거실에 인접한 설계가 많이 채택되고 있다. 이러한 고층아파트의 엘리베이터 기계실 인접 세대에서는 엘리베이터 가동에 의한 공기전달음 및 고체전달음이 문제가 될 수 있으며 특히 암소음이 매우 적은 야간의 엘리베이터 소음은 수면방해 및 집중력저하를 일으켜 입주자들의 불만이 야기될 수 있다. 본 연구에서는 입주완료후 엘리베이터 소음이 문제가 된 아파트에서 소음발생원인을 측정분석하고 주로 문제가 되는 고체전달음을 저감시키기 위한 엘리베이터 방진대책을 실시하여 그 성능을 확인하고 이 대책안을 문제가 되는 기존아파트나 추후 건설될 아파트의 엘리베이터 소음저감대책으로 제시하고자 한다.

• Bulletin of the Society of Naval Architects of Korea
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• v.31 no.3
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• pp.36-42
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• 1994

고품질 선박 평가의 중요한 척도인 진동허용 기준에 대한 관심이 점차 높아지고 있다. 진동 허 용기준은 선박 계약시 건조사양에 포함될 뿐 아니라 건조후 시운전 결과 평가시나 인도후 아프터 서비스 과정에서도 선주와 건조자간에 자주 거론되는 항목이다. 평가 관점으로서는 .승무원의 거주성 및 작업성 .구조 부재의 피로파괴 발생 가능성 .기계기기 기구들의 성능 보존성 등이 있으며 IOS(국제표준화기구)나 여러 선급 기준들이 사용되고 있다. 그러나 보다 쾌적한 거주구나 작업 구역을 원하는 탑승자들의 욕구가 커짐에 따라 최근 저 진동선을 요구하는 선주 들의 허용기준에 대한 관심 또한 늘어나고 있다. 이에 따라 IOS는 선박진동의 종합평가 기준인 IOS 6954 개정 작업을 진행중에 있으며 일부 선급에서도 자체적으로 보완한 기준들을 제시하고 있다. 반면에 조선소들의 입장에서 보면 그간 진동 예측 방법과 방진설계 기술이 발전된 덕분에 심각한 진동문제는 많이 줄어들었다 하겠으나 90년대 아후 선박의 고속화에 따른 기진력 증가로 인하여 저 진동 선박 건조가 쉽지만은 않은 것이 최근의 상황이다. 따라서 본 고에서는 현재 사용되는 각종 선박진동 허용 기준들을 다시 정리하고 그중 강화될 전망이 있는 거주구 진동 허용기준에 대한 변화 추세를 살펴보고자 한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.2
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• pp.125-132
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• 2015

This paper presents an experimental investigation in order to evaluate fresh and hardened properties of LP (Limestone Powder) blended cement concrete. The cement contents of the mixtures are replaced by LP in the range of 10%, 15%, 25%, and 35%, while a control mixture is prepared with only OPC (Ordinary Portland Cement). The fresh concrete properties like slump and air content are similar to those of control mixture up to 35% of replacement ratio of LP, however a delay in setting time is evaluated. The hardened properties including compressive strength, flexural strength, and rapid freezing and thawing resistance shows similar results of control mixture up to 15% of replacement. Relatively lower strength development is evaluated over 25% replacement of LP. For accelerated carbonation test, resistance to carbonation rapidly decreases with increasing LP replacement ratio due to the limited amount of $Ca(OH)_2$. From the study, LP replacement under 15% can be adopted considering reduction of strength and resistance to carbonation.

• Journal of the Korea Concrete Institute
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• v.23 no.4
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• pp.503-509
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• 2011

ECC is a micro-mechanically designed cementitious composite which exhibits tightly controlled crack width and strain hardening behavior in uniaxial tension while using a moderate amount of reinforcing fiber, typically less than 2% fiber volume fraction. Recently, a variety of applications of this material ranging from repair and retrofit of structures, cast-in-place structures, to precast structural elements requiring high ductility are developed. In the present study, a retrofitting method using ECC reinforced with high strength rebar was proposed to enhance load-carrying capacity and crack control performance of deteriorated reinforced concrete (RC) beams. Six beam specimens were designed and tested under a four-point loading setup. The flexural test revealed that load-carrying capacity and crack control performance were significantly enhanced by the use of ECC and high strength rebar. This result will be useful for practical field applications of the proposed retrofitting method.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.3
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• pp.104-111
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• 2020

The purpose of this study is to investigate the flexural behavior and plastic hinge of reinforced concrete-ECC composite beams. Ordinary portland cement was used as a binder, and high volume fly ash was also used to improve the properties of ECC. An ECC designed in this study showed high tensile strain capacity of 3.0%. Three types of beams were manufactured according to the replacement length of concrete with ECC. From the bending tests, it was found that load-bearing capacity as well as ductility of beam increased with an increase in the replacement length of concrete with ECC. Curvature ductility and plastic hinge length of beam were also increased.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.1
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• pp.108-115
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• 2020

In this study, the flexural performance of Highly Ductile Cement Composites(HDCC) mimicking boundary conditions of shellfish skin layer was evaluated. To improve ductility by mimicking the boundary skin layer structure of shellfish, the method of stratification by charging between precast panels using HDCC and the method of distributing PE-mesh to the interface surface were applied. Evaluation of flexural performance of layered cement composite materials mimicking boundary conditions of shellfish skin layer resulted in increased ductility of all test specimens applied with stratified cross-section compared to typical bending test specimens. The layered method by inserting PE-mesh showed excellent ductility. This is most likely because the inserted PE-mesh made an interface for separating the layers while the HDCC pillars in the PE-mesh gave adhesion between layers.