• 대한기계학회논문집A
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• 제25권2호
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• pp.198-205
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• 2001

Recently, almost all hard disk drives employ the rotary actuator system. The performance of an HDD depends on the accuracy and speed of tracking motion. We study the dynamics of head-suspension assembly during track seek. We develop the numerical analysis program to study the dynamic characteristics of HDD suspension system considering the air bearing effects. The track seek simulation by using the developed program helps to estimate the effect of the suspension vibration on the air bearing dynamics. We calculate the behaviour of the air bearing for the given track seek profile and calculate the positioning error during track seek process due to the lateral deflection of the suspension.

• Structural Engineering and Mechanics
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• 제5권1호
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• pp.1-19
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• 1997

A numerical procedure for dynamic analysis of structures including lateral-torsional coupling, axial force effect and soil-structure interaction is presented in this study. A simple soil-structure system model has been designed for microcomputer applications capable of reflecting both kinematic and inertial soil-foundation interaction as well as the effect of this interaction on the superstructure response. A parametric study focusing on inertial soil-structure interaction is carried out through a simplified nine-degree of freedom building model with different foundation conditions. The inertial soil-structure interaction and axial force effects on a 20-storey building excited by an Australian earthquake is analysed through its top floor displacement time history and envelope values of structural maximum displacement and shear force.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(III)
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• pp.28-35
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• 2003

In this paper, the ride comfort of a passenger coach installed with a KT23 type bogie was measured and evaluated through field test in operation routes. The ride comfort level was evaluated and analysed by ISO method and DIC method that were applied generally at railway fields. Particularly three evaluation methods, i.e., a simple method, a full standing method, and a full seating method of UIC513R standard, were fully applied to evaluate the ride quality. Also the vertical and lateral vibration levels on the floor were evaluated by peak-to-peak analysis method.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 하계학술대회 논문집 Vol.6
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• pp.354-356
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• 2005

Novel structure ultrasonic motors which have cross type stator were designed and fabricated. Driving characteristics of the motors were analyzed and measured by changing the materials of the stator. This ultrasonic motor has stator with hollowed cross bar and the stator rotate the rotor using elliptical displacement of the inside tips. This motion is generated by lateral vibration mode of cross bars. This stator was analyzed by finite element analysis and the ultrasonic motors were made by analyzed results. The larger displacements were obtained, when the Young's modulus was increased and the Poisson's ratio was decreased. The fabricated one has high speed in large Poisson's ratio and Young's modulus. And the torque was increased in high Young's modulus.

• 대한조선학회논문집
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• 제31권2호
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• pp.29-37
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• 1994

본 논문에서는 선박 추진축계의 정확한 임계속도 추정을 위한 모델링방법 및 해석방법을 제시하였다. 해석방법으로서는 전달행렬법을 사용하여 추진축의 임계속도 및 선회운동응답을 구하였다. 또한, Jasper식과 Panagopulos식 등과 같은 간이 추정식들의 타당성을 검증하기 위하여 수치계산을 수행하였다. 일반적인 선박 추진축계에 대한 수치계산 결과로부터 축의 임계속도는 저어널베어링의 위치 및 지지조건에 민감함을 알 수 있었다.

• 대한기계학회논문집A
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• 제31권12호
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• pp.1131-1138
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• 2007

This paper studies experimentally on the building-up process for the amplitude of a commercial truck vibration induced by brake judder. A front axle drum equipped with a drum brake system is utilized for this experiment. A brake dynamo test, a real vehicle ride test and a real vehicle braking test are performed for the analysis of brake judder. The brake dynamo test measures judder by applying brake chamber pressures of 1, 2 and 3 bar at initial brake pad temperatures of $100^{\circ}C$ and $150^{\circ}C$. In order to assess the vertical acceleration at the front axle, the real vehicle ride test on a straight test road with velocities of 20, 40, 60 and 80 km/h is performed. The real vehicle braking test is carried out at the deceleration rate of 0.2g from a velocity of 90km/h for evaluating the vertical, lateral and longitudinal accelerations both at the front axle and at the cab floor under the driver's seat. The magnitudes and frequencies of the measured peak accelerations from the brake dynamo test, the real vehicle ride test and the real vehicle braking test are comparatively analyzed. This paper shows that the vibration produced by brake judder is built up due to the brake system's peak acceleration frequency being close to the vehicle ride mode's frequency.

• 대한토목학회논문집
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• 제3권3호
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• pp.27-37
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• 1983

본(本) 연구(硏究)는 경기도(京畿道) 설계심의회(設計審議會)에서 천마산(天馬山) 청소년(靑少年) 심신수련장(心身修練場) 현수교(懸垂橋) 설계심의시(設計審議時) 현수교(懸垂橋)의 동적(動的) 거동(擧動)에 대한 설계미비(設計未備)의 원인(原因)이 아직도 체계화(體系化)되지 못한 우리 나라 현수교(懸垂橋)의 설계자료(設計資料)와 지침(指針)의 불비(不備)함에 그 동기(動機)를 얻어, 유한요소법(有限要素法)을 적용(適用)하여 현수교(懸垂橋)의 비틀림진동(振動)에 대한 고유진동수(固有振動數)와 이에 상응(相應)하는 고유진동형(固有振動形)을 구(求)하였다. 실제(實際)로 현수교(懸垂橋)의 일반적(一般的) 거동(擧動)은 수직(垂直) 수평면(水平面) 내(內)에서의 연성(連成)된 운동(運動)으로 표시(表示)되지만 사용목적(使用目的)에 부합(附合)하여 그 진폭(振幅)을 미소(微小)하도록 제한(制限)하면 수직(垂直) 비틀림 진동(振動)은 단독(單獨)으로 비연성화(非連成化)할 수 있으며, 이에 따라 해석하였다. 1973년 6월에 개통된 Streamlined Box-Girder Type인 남해대교(南海大橋)와 Lateral Bracing으로 이루어진 단경간의 천마산(天馬山)의 현수교(懸垂橋)의 설계자료(設計資料)를 이용하여 수치해(數値解)를 얻었으며, 천마산(天馬山) 현수교(懸垂橋)의 경우(境遇) 보조(補助) 보강(補强)케이블의 유무(有無)에 따른 고유진동수(固有振動數)와 진동형(振動形)을 구(求)하여 비교(比較) 검토(檢討)하였다. 보강(補强)케이블의 유무(有無)에 따라 초기의 진동수(振動數) 등에서는 그 영향이 매우 뚜렷하였으나, 진동형(振動形)이 복잡해짐에 따라 보강(補强)케이블의 영향은 미약했거나 또는 오히려 역효과를 가져왔다. 남해대교(南海大橋)에 있어서 유한요소기법(有限要素技法)과 전자계산기에 의해 본(本) 연구(硏究)에서 구한 고유진동수(固有振動數)와 남해대교(南海大橋) 건설지(建設誌)에 있는 Frequency Equation으로 구한 값 또는 풍동실험(風洞實驗)에 의한 결과(結果) 등과 비교(比較) 검토(檢討)하였으며, 비교(比較) 결과(結果) 좋은 일치(一致)를 보여주었다.

• 한국지반공학회논문집
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• 제39권5호
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• pp.27-40
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• 2023

말뚝은 상부 구조물의 하중을 지지층으로 전달하는 구조체로 국내외 건설 현장에서 널리 사용되고 있다. 말뚝을 시공하는 방법은 지반조건, 시공위치, 주변현황, 환경적 요소, 공사비 등을 종합적으로 고려하여 결정하며 크게 직항타에 의한 타입방식과 선굴착 후 경타 또는 항타하는 방식으로 나눌 수 있다. 이 중 직항타는 말뚝 두부를 해머로 항타하여 원지반 내 소정의 심도까지 근입시키므로 항타 시 가해지는 에너지가 크고 이에 따른 항타진동 및 소음도 증가한다. 말뚝의 항타진동은 주변 시설물 및 지반에 영향을 미치므로 그 영향을 정량적으로 파악할 필요가 있다. 본 연구에서는 말뚝의 항타진동을 시간영역에서 산정하고, 직항타 시 말뚝과 인접하여 위치한 굴착면 및 가시설에 대하여 항타진동에 의한 영향을 유한차분해석법에 의한 2차원 동적수치해석을 통하여 분석하였다. 그 결과 파의 반사 및 재료감쇠가 적은 지표면에서 표면파에 의하여 지중보다 변위가 현저히 크게 발생하는 경향을 나타내었고 전체 변위 크기는 이격거리 증가에 따라 감소하나 수평방향 변위는 진동원과 먼 사면 상단부에서 연직방향 대비 더 큰 값을 보이며 법면부에 변위가 집중적으로 발생하는 특징을 확인하였다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2005년도 ICCAS
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• pp.751-755
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• 2005

We propose a sound source localization method using the Head-Related-Transfer-Function (HRTF) to be implemented in a robot platform. In conventional localization methods, the location of a sound source is estimated from the time delays of wave fronts arriving in each microphone standing in an array formation in free-field. In case of a human head this corresponds to Interaural-Time-Delay (ITD) which is simply the time delay of incoming sound waves between the two ears. Although ITD is an excellent sound cue in stimulating a lateral perception on the horizontal plane, confusion is often raised when tracking the sound location from ITD alone because each sound source and its mirror image about the interaural axis share the same ITD. On the other hand, HRTFs associated with a dummy head microphone system or a robot platform with several microphones contain not only the information regarding proper time delays but also phase and magnitude distortions due to diffraction and scattering by the shading object such as the head and body of the platform. As a result, a set of HRTFs for any given platform provides a substantial amount of information as to the whereabouts of the source once proper analysis can be performed. In this study, we introduce new phase and magnitude criteria to be satisfied by a set of output signals from the microphones in order to find the sound source location in accordance with the HRTF database empirically obtained in an anechoic chamber with the given platform. The suggested method is verified through an experiment in a household environment and compared against the conventional method in performance.

• 한국소음진동공학회논문집
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• 제21권8호
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• pp.752-760
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• 2011

In tilting pad bearing design process, the selection of the proper configuration type of either a load-between-pad(LBP) or load-on-pad(LOP) as well as preload and pivot offset conditions is to be carefully considered. Also the bearing needs to be designed in order to be suited for the rotor-bearing system and operating condition. In this paper, it is observed that the dynamic characteristics in a five pad tilting pad bearing for the LBP and the LOP configurations are influenced by the variation of preload and pivot offset. In this context, rotor dynamic analysis of the 5 MW industrial gas turbine supported by the tilting pad bearing at the front and roller bearing at the rear is carried out based on the dynamic coefficients of the tilting pad bearing investigated. The result shows that two rigid body critical modes experience various changes according to the influence of the tilting pad bearing uniquely applied to one side of this machine. Mainly, the second critical speed, the rigid body mode of conical shape with high whirling in the tilting pad bearing, is significantly changed by preload and pivot offset regardless of the LBP and LOP configurations. And, the first critical mode, the rigid body mode of conical shape with high whirling in the roller bearing, is sensitively affected by preload applied to the LOP configuration and by its asymmetric dynamic properties.