• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1994년도 가을 학술발표회 논문집
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• pp.259-264
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• 1994

The 1986 AASHTO Guide for the Design of Pavement Structures introduced the resilient modulus as a definitive material property to characterize roadbed soil. Although the incorporation of resilient modulus represents a significant acvance in pavement design practice, the test procedure for resilient modulus is complicated and time-consuming. Therefore, it is necessary to develop data base of resilient modulus for the soils frequently encountered; and to develop the reliable correlations between resilient properties and parameters from simple routine tests, In this study, resilient modulus tests were performed on five cohesive soils sampled from in-service subgrades. The stress at 1 percent axial strain in unconfined compression test(su1.0%) was found as a good indicator of the resilient modulus, and unique relationship between Mg and Su1.0% was obtained. A simple chart to estimate the resilient modulus at different levels of confining stress and deviator stress was also developed.

• Journal of Advanced Marine Engineering and Technology
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• 제18권5호
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• pp.56-67
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• 1994

The installation methods of diesel engines in ships would be largely classified into two groups : one is the direct mounting system fixing engine directly into double bottom of the hull, and the other is the resilient mounting system having vibration absorbers between engine and ship body such as rubber plate to prevent shocks or vibration transmission. The direct mounting system is generally used for large-sized low speed diesel engines, because the resilient mounting system has difficulties in reducing the natural frequency of engine itself under normal speed. On the contrary, the resilient mounting system is often used for medium or high speed engines for marine propulsion and generator that have light weight and high revolution speed. Recently, it is even applied to engines having relatively low speed(300-400rpm) for fishing boats. Although many researches for the resilient mounting system have been carried out, many problems in applying these results directly to marine vessels because most of these have been used for automobiles. Up to now we have had to depend on the professional foreign company in design and the supply of parts for the resilient mounting system of marinediesel engines utterly. In preseut study, the exciting forces of engines effecting to resilient mounting were examined, and patterns of vibration and evaluation procedure for force transmission from resilient mounting to the body of hull were established. Also, these results were applied to the analysis of free and forced vibration for the rubber-type resilient mounting systems of marine diesel engines. Besides, after changing the various design parameters, such as locations, angles, dynamic characteristics and the number of resilient mountings, the influences on resilient mounting system were also examined.

• 한국철도학회논문집
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• 제11권1호
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• pp.61-68
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• 2008

교통하중이 작용하는 노반의 응력-변형율 간의 상관성의 특징을 나타내기 위하여 회복탄성계수가 사용되어왔다. 최근 도로의 경우 노반의 설계에 있어 AASHTO에서 제안된 역학적-경험적 설계가이드에 따라 회복탄성계소의 사용이 더욱 권장되는 실정이다. 이에 비해 국내 철도의 노반설계에 있어서는 정적실험 결과인 $K_{30}$이나 변형계수를 사용하고 있는 실정이다. 따라서 철도노반의 설계에 있어 회복탄성계수의 적용 가능성에 대한 평가가 이루어져야 할 것이다. 본 연구에서는 14종의 점성토 흙에 대하여 회복 및 영구변형 특성에 대한 평가를 위하여 기본 물성실험, 일축압축실험 그리고 회복탄성계수 실험을 수행하였다. 또한 일축압축 실험결과와 접선탄성계수, 일축압축강도, 파괴시 변형율 첨두 강도에서의 할선탄성계수와 항복변형율을 바탕으로 회복탄성계수 추정을 위한 예측모델이 제안되었다. 본 연구에서 제안된 예측모델은 실측결과와의 비교시 만족할 만한 값을 보이는 것으로 확인되었다. 다만 회복탄성계수 실험시 발생하는 영구변형에 대해서는 현재 고려하고 있지 않다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 춘계학술대회논문집
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• pp.155-160
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• 2001

This study is performed to evaluate and design the vibration characteristics of the onboard machinery with resilient mountings. To reduce the vibration level of onboard machinery with resilient mountings, it is important to evaluate and, if necessary, modify the vibration characteristics of the resilient mountings. In this study, we have developed a program to calculate natural frequencies of the machinery with resilient mountings, forced vibration levels due to internal excitation force of the machinery itself and external excitation forces. of the main engine and the propeller. and the force and motion transmissibility of the resilient mountings. The developed program is also able to be applied to optimal design of the resilient mountings for obtaining a target natural frequency and for achieving a minimum forced vibration level at the center of gravity of the machinery.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 춘계학술대회논문집
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• pp.921-924
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• 2005

Diesel generator sets with resilient mounts often experience resonances by major excitations which come from diesel engine and their foundation with rigid body modes. Because their natural frequency is determined by moment of inertia and stiffness of resilient mount vibration problems are resolved by changing location and stiffness of resilient mounts. But the calculated natural frequencies are inaccurate due to uncertainty of the inertia and mount stiffness. So this result can be useless on the design stage. In this paper, the stiffness of mount is evaluated on result from mount stiffness test in laboratory and generator set vibration test and a simple calculation method for moment of inertia is proposed. Based on these data, the procedure to select optimized mount stiffness and location on the design stage is set up.

• 한국지반공학회지:지반
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• 제7권1호
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• pp.15-32
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• 1991

최근 선진각국은 회복탄성계수를 적용한 포장 설계.해석법의 적용을 확대해 나가고 있다. 특히, 1986년 AASHTO도로 포장구조설계지침의 변경이후 다양한 포장재료에 대한 합리적 인 시험 방법의 정립 및 Mn특성규명에 대한 연구들이 활발히 수행되고 있다. 따라서 본 연구에서는 가까운시일내 에 우리나라에서도 MR적용포장설계, 해석법의 적용이 불가피함을 고려하여, 이에 필요한 가장 기 본 적인 내용이라 할 수 있는국내 여건에 적합한 노상토의 Mr시험 방법의 정립, 국내 노상토의 Mr특성 및 MR-CBR상관관계에 대해서 논의하였다.

• 소음진동
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• 제6권4호
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• pp.503-511
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• 1996

There is a tendency of using the resilient mounting system to control the structure born noise transimitted from a engine of which weight is comparatively light and of which speed is comparatively high. According to recent reports, the resilient mounting system is applied to control the vibration of a engine running up to 300 - 400 R.P.M.. Furthermore, the resilient system is also used to the ships such as marine exploring ships, fishing boats, and military vessels. It is not desirous to apply the results for the resilient mounting systems of automobile engines to the controls of the vibrations of marine engines. Marine engines are worked under the idle speed in port and are operated up to the maximum contineous revolution at sea(running up condition). And marine engines are usually worked in inevitable conditions such as a misfire and a cut-off cylinder operating condition. Concerning the above running conditions, a resilient mounting system should be designed in the case of marine engines. In this paper, we studied the effect of engine's misfire on the resilient mounting systems. And the influences of design parameters, such as dynamic characteristics and fitting angles of resilient rubber mountings, were also investigated respectively on the single and double resilient mounting systems.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1996년도 춘계학술대회논문집; 부산수산대학교, 10 May 1996
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• pp.188-193
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• 1996

The purpose of resilient mounting for marine engine is to prevent noise and ship damages caused by engine vibration. Although many researches for the resilient mounting system have been carried out, these results have limit to apply on the marine engine systems. Because marine engine generally have low speed operating range and have to consider misfiring condition. In this paper, we studied the effect of engine's misfiring on the resilient mounting systems. And the influences of design parameters, such as dynamic characteristics and location angles of resilient rubber mountings, were also examined on the single and double resilient mounting systems.

• 대한조선학회논문집
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• 제39권1호
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• pp.73-81
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• 2002

일반적으로, 선박에 탑재되는 장비의 진동문제는 장비자체의 기진력에 의한 진동문제뿐만 아니라 외부기진력인 주기관과 추진기의 기진력이 장비하부 데크를 통하여 장비에 과도 진동을 유발하는 경우가 많다. 따라서 본 연구에서는, 선박에 탑재되는 장비 마운팅 시스템의 진동 성능을 평가할 수 있도록 고유진동해석, 전달율계산, 강제진동해석 등을 수행할 수 있는 프로그램을 개발하였고, 선내 주요기진원과 장비의 공진시 공진회피를 위한 마운트 설계 변경 프로그램과, 그리고 장비 마운트 하부데크의 진동에 의한 장비의 무게중심에서 속도응답이 최소가 되도록, 마운트 강성을 결정하는 최적화 프로그램을 개발하였다.

• 한국도로학회논문집
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• 제10권1호
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• pp.63-74
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• 2008

교통하중하의 포장구조체에 대한설계나 비선형해석에 있어 도로하부재료의 회복변형특성이 활용되고 있으나 국내에서는 관련연구가 매우 미진한 실정이다. 또한 매우 제한적인 범위의 자료만이 회복탄성계수를 추정하는데 활용되고 있어 본 연구에서는 도로기초 지반재료인 보조기층과 노상토를 대상으로 비선형특성을 파악하기 위한 반복재하 회복탄성계수 시험을 실시하였다. 또한 이를 토대로 응력조건을 고려한 회복탄성계수 예측모델과 적합한 응력의존 모델을 결정하고 이를 이용하여 유한요소 해석방법을 활용하여 포장체 및 도로하부 지반재료에 대한 거동을 파악하였다.