• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2008년도 하계학술발표대회 논문집
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• pp.895-900
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• 2008

It is the objective of the present study to conduct correlation analysis for deriving control parameters in vertical shafts using the results obtain by the design of experiments in the preceding research. The control parameters are categorized into objective parameters, derived parameters, condition parameters, operation parameters, and sensing parameters. The maximum pressure in the shaft should be sufficiently small in order to maintain exhaust hood performance. The pressure variations between floors should also be minimized in order to maintain uniform exhaust performance between floors and to save energy for excessive pressure drop in the shaft. The standard deviation based on -4Pa is proposed as an objective parameter to control pressure in shafts. The correlation equation has been obtained between the standard deviation and the sensing parameters of outdoor temperature and the pressure at the top of the shaft.

• Geomechanics and Engineering
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• 제21권6호
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• pp.503-511
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• 2020

This study evaluated the side resistance of drilled shafts socketed into rock sections. Commonly used analysis methods for side resistance of piles in rocks are examined by utilizing a large number of load test data. The analysis of the unit side resistance of pile foundations embedded into rock sections is based on an empirical coefficient (α) and the uniaxial compressive strength (q_u) or its root (${\sqrt{q_u}}$). The Davisson criterion was used to interpret the resistance capacity from the load test results to acquire the computed relationships. The α-${\sqrt{q_u}}$ relationship is proven to be reliable in the prediction of friction resistance. This study further analyzed the relationship by including the effect of rock quality designation (RQD) on the results. Analysis results showed that the analysis model of α-${\sqrt{q_u}}$-RQD provided better prediction and reliability considering the RQD classification. Based on these analyses, the side resistance of drilled shafts socked into rocks is provided with statistical data to support the analysis.

• 한국소음진동공학회논문집
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• 제22권6호
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• pp.582-587
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• 2012

This paper presents a solution of the vibration reduction in the hollow shafts by using magentorehological( MR) elastomer. Proposed active damping structure is built by embedding the MR elastomers whose elastic modulus is controllable by an applied magnetic field. MR elastomers consist of synthetic rubber filled with micron-sized magnetizable particles. For reduction of vibration, dynamic damper of hollow shaft is designed by using MR elastomer and equipped in the hollow shaft for the application to drive shaft. Experiment results are shown through the experiments to confirm the effect of MR elastomer dynamic damper for vibration reduction. Thus, the designed damping structure can be applied to vibration absorber used in drive shafts as well as the propeller shafts.

• 한국소음진동공학회논문집
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• 제23권7호
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• pp.624-630
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• 2013

In this study, a parametric study is performed to investigate the squeal noise of an automobile water pump. The squeal noise studied in this paper is generated by the self-excited torsional resonance of the rotating shaft, and this noise is related to the stick-slip phenomenon of the mechanical seal in the water pump. The mechanical seal friction has the characteristics of the negative velocity-gradient. The equations of motion of multiple-degree-of-freedom torsional vibration model is constructed by the Holzer's method and then the equation is transformed to an equivalent single-degree-of-freedom torsional resonance simulation model. A squeal noise criteria is determined by the simulation model to perform the parametric study. The design parameters(the mass moment of inertia of the pulley, the mass moment of inertia of the impeller, the length of the shafts, the radius of the shafts, spinning speed of the shafts, the position of the mechanical seal, radius of the mechanical seal, and normal load of the mechanical seal) are investigated to confirm the stability for the squeal noise.

• 한국지반공학회논문집
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• 제23권1호
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• pp.13-21
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• 2007

암반에 근입된 현장타설말뚝은 뛰어난 암반의 지지능력을 이용함으로써 교량이나 다른 대형구조물의 기초형식으로 널리 사용 중이다. 이러한 암반 근입 말뚝의 지지력은 주면 마찰력과 선단지지력으로 나누어 지는데 이 중 암바부의 주면마찰력이 대부분의 상부하중을 지지하는 경우가 많다. 몇몇의 연구자들에 의하여 암반 근입부의 공벽 거칠기가 주면마찰력에 영향을 준다는 보고를 하였으나, 거칠기에 중요한 영향을 미칠 것으로 판단되는 굴착장비에 따른 거칠기에 관한 연구는 부족한 실정이다. 본 연구에서는 현장시험을 통하여 암반 굴착장비에 따른 공벽 거칠기에 대한 영향을 분석하였고, 그 결과로 굴착도구가 거칠기에 영향을 미치는 것으로 확인되었다.

• 한국지반공학회논문집
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• 제31권2호
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• pp.47-63
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• 2015

본 연구에서는 풍화토에 근입된 현장타설말뚝을 대상으로 수평 반복하중에 대한 말뚝-지반의 상호거동을 파악하기 위하여 현장타설말뚝 재하시험 및 3차원 유한요소 해석을 수행하였다. 현장재하시험은 국내에 널리 분포하고 있는 풍화토 지반에 근입된 현장타설말뚝을 재하시험 대상으로 하였다. 반복하중의 방향을 달리하여 일방향과 양방향으로 반복하중을 재하 하였으며, 반복하중의 방향에 따른 시험말뚝의 수평변위 및 휨모멘트를 분석하였다. 또한, 지반 물성이 말뚝-지반의 상호거동에 미치는 영향과 반복하중의 횟수, 방향 등, 하중특성 인자들의 영향 정도를 살펴보기 위하여 3차원 유한요소 모델링 및 해석을 수행하였으며, 국내 외에서 수행된 현장재하시험의 사례들 및 기존에 제안된 경험적 반복하중 p-y 곡선 함수들과 비교 분석함으로서 3차원 유한요소 모델링의 타당성을 확인하였다. 3차원 유한요소해석 결과, 풍화토에 근입된 현장타설말뚝에 작용하는 반복하중의 방향성을 고려할 수 있는 쌍곡선 형태의 p-y 곡선 함수식을 제안하였다. 또한 쌍곡선 형태의 정적하중 p-y 곡선 함수식에 반복하중에 의한 지반반력계수와 지반의 극한저항력의 감소 효과를 동시에 고려할 수 있는 감소계수를 도출하여, 말뚝의 변위와 지반의 극한 저항력의 관계를 하나의 함수식으로 표현하였다. 사질토에 근입된 말뚝의 반복하중 재하시험 사례들을 이용하여 결과를 비교 분석한 결과, 제안된 p-y 곡선 함수는 현장 실측치와 비교적 잘 일치하였으며, 기존의 경험적 반복하중 p-y 곡선 함수보다 말뚝-지반의 수평거동 특성을 더 적절히 예측함을 알 수 있었다.

• Structural Engineering and Mechanics
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• 제27권4호
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• pp.523-526
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• 2007

• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2005년도 연구개발 발표회 논문집
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• pp.193-199
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• 2005

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 말뚝기초위원회 워크샵
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• pp.53-64
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• 1999

• International Journal of Automotive Technology
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• 제8권4호
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• pp.521-531
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• 2007

Measurement of the vibration transmitted through rotating shafts such as half shafts in vehicles is of interest in applications such as noise transfer analysis and the study of operating deflections. Vibration signals transmitted through a rotating shaft usually include six degree-of-freedom components, thus making the measurement of vibration a challenging task. In the present work, a new measurement method is presented, one that resolves the minimum of only two one-axis accelerometer signals into all components of vibration with reasonable accuracy. The method utilizes the Dopplerized signals obtained from accelerometers attached to a rotating shaft and a Void-Kalman order tracking filter to decompose signals into orders of different vibration components. The new method proposed in the present work is verified by simulated run-up test data and applied to an experimentally obtained data set.