• Proceeding of EDISON Challenge
• /
• 2013.04a
• /
• pp.321-326
• /
• 2013

본 연구에서는 원형실린더의 강제 수평 및 수직진동에 따른 와흘림을 관찰하였다. EDISON_CFD의 가상경계법을 이용하여 원형실린더 주위 유동현상을 수치 모사하였다. 원형실린더의 강제 진동 특성에 따른 와흘림 진동수, 공력계수 등의 영향을 분석하였다. 특히, 진동방향에 따른 와흘림의 영향을 분석하여, 원형실린더의 강제 진동에 따른 유동의 선형성을 평가하였다.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.17 no.6
• /
• pp.1518-1528
• /
• 1993

The wake-induced vibration and proximity-induced vibration of two interfering circular cylinders in tandem are investigated experimentally, using an elastically supported cylinder and a fixed cylinder in uniform crossflow. Dynamic responses and flow periodicity in wake are measured to investigate the effect of system parameters on aerodynamic instability. The parameters include the free stream wind velocity and the position of two interfering circular cylinders. The oscillating behavior of the amplitude of the elastically supported cylinder is changed by varying the position, the relative gap spacing between two interfering circular cylinders and the reduced velocities. In small gap spacing between the elastically supported cylinder located to upstream and the circular cylinder fixed to downstream, the fluidelastic instability is founded. The vibration amplitude decreases notably as gap spacing between two interfering circular cylinders becomes large. The dynamic behavior at g/D-4.0 is similar to that of the single circular cylinder.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 1994.04a
• /
• pp.109-115
• /
• 1994

지난 날에는 생산공장 기기들의 정비에 진동분석 이용은 거의 전무한 상태이었으며 과학이 발달된 이 즈음에도 고장이 날 때까지 기기를 혹사하고 고장이 난 후에야 많은 시간과 경비를 들여 기기를 재가동 함은 물론 공장가동 중단으로 인한 생산성 상실이 산업계에 주는 영향은 크다. 경우에 따라서는 기기전체를 교체하는 큰 대형사고로 이어질 수 있기 때문에 공장 전면 조업에 큰 차질을 빚게된다. 시태크(Time tech)와 Re-Engineering과 같은 최첨단 경영방침에 부응하기 위해서는 구태의연한 가동파괴정비나 정기점검 정비방법을 탈피하여 최신 진동분석 기술을 이용한 예방정비(predictive maintenance)를 채택하는 것이 바람직하다. 과학기술 발전에 힘입어 정확한 진동자료를 수집할 수 잇는 주파수분석기(FFT analyzer)나 자료수집기 (data collector)와 진동자료를 심층분석하여 정확한 진동해결방안을 제시할 수 있는 software가 개발되어 사용화 되어 있는바 관계기술 요원들의 진동에 대한 이해와 기술습득으로 한차원 높은 기기정비를 통해 효율적인 생산성증가, 정비비용감소, 안전사고 미연방지등 많은 것을 함께 얻을 수 있다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.7 no.3
• /
• pp.101-109
• /
• 1987

The governing differential equations for the free vibration of general arch are derived including the effect of rotary inertia in addition to the usual actions. These differential equations are applied to the sinusoidal arch and the numerical methods are developed to analyze these equations. A trial eigenvalue method and the Runge-Kutta method are used to determine the natural frequencies and to perform the integration of the differential equations, respectively. A detailed studies are made of the lowest three vibration frequencies for hinged arches with the span length equal to 10 m. The effect of the rotary inertia is analyzed. And as the numerical results the frequency versus the rise of arch and the radius of gyration are presented in figures.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.3 no.3
• /
• pp.27-37
• /
• 1983

A method of dynamic analysis is developed for torsional free vibrations of elliptical-box girder type or stiffening truss system suspension bridge. In this study, the method based on a finite element technique using a digital computer, is illustrated by two numerical examples, the Namhae Bridge which is located in Kyungsang nam-do opened on June, 1973, and the Mt. Chunma Bridge is simple span pedestrian's suspension bridge with lateral bracing system in Mt. Chunma, Kyungki-do, are used. In general, dynamic modes of complex suspension bridges are three-dimensional in form, i.e., coupling between vertical and torsional motions. However, introduced that amplitudes of oscillation are infinitesimal for coincidence with the purpose of it's use, thereupon, the torsional vibration analyses are treated without coupling terms. A sufficient number of natural frequencies and mode shapes for torsional free vibration are presented in this paper. In the case of Mt. Chunma Bridge, the natural frequencies and periods are computed with and without reinforcement, respectively, and compared their discrepancies. The influence of the auxiliary reinforcing cables is prevailing in the first few modes, namely, 1st and 2nd in symmetric and 1st, 2nd and 3rd in antisymmetric vibration, and conspicuous in the symmetric compared with the antisymmetric motion, but in the higher modes, this kind of simple accessory elucidates rether converse effects. In the Namhae Bridge, the results are compared with the Manual's obtained by wind tunnel test. It reveals commendable agreement.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.38 no.2
• /
• pp.227-233
• /
• 2014

This study investigates the vibration characteristics of a wire-bonding piezoelectric transducer and ultrasonic horn for high-speed and precise welding. A ring-type piezoelectric stack actuator is excited at 136 kHz to vibrate a conical-type horn and capillary system. The nodal lines and amplification ratio of the ultrasonic horn are obtained using a theoretical analysis and FEM simulation. The vibration modes and frequencies close to the driving frequency are identified to evaluate the bonding performance of the current wire-bonder system. The FEM and experimental results show that the current wire-bonder system uses the bending mode of 136 kHz as the principal motion for bonding and that the transverse vibration of the capillary causes the bonding failure. Because the major longitudinal mode exists at 119 kHz, it is recommended that the design of the current wire-bonding system be modified to use the major longitudinal mode at the excitation frequency and to minimize the transverse vibration of capillary in order to improve the bonding performance.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2003.05a
• /
• pp.459-462
• /
• 2003

선박에 탑재되는 기기나 장비는 선박으로부터 받게 되는 진동환경에서 성능이 지속적으로 유지되어야 하므로 이에 대한 내구성능이 요구된다. 일찍이 미국 해군에서는 함정 탑재기기의 환경진동시험에 관하여 MIL-STD-167-1$^{(3)}$ 에 규정하고 이에 따라 환경진동에 대한 내구성능 입증을 요구하고 있다. 우리나라 해군도 이 표준을 그대로 적용하여 시행하고 있다. 반면에, 일반선박의 경우에는 함정에서와 같이 엄격하게 탑재기기의 진동 내구성능시험을 요구/시행되고 있지 않다. 1996년에 국제표준화기구(중략)

• Journal of the Korean Society of Propulsion Engineers
• /
• v.19 no.1
• /
• pp.42-49
• /
• 2015

The pressure oscillation induced by inhibitor in a solid rocket motor has been investigated by 3D large eddy simulation(LES) and proper orthogonal decomposition(POD). The vortex generation and breakdown at inhibitor are periodically observed between the inhibitor and the nozzle by flow-acoustic coupling mechanism. The excitation of pressure oscillation occurs as the flow impinges on the submerged nozzle head which recirculate in the cavity in rear dome of the motor chamber. The vortex generation frequency is closely related with the shedding frequencies of the detached vorticities at the inhibiter, which fairly compared with the experimental data.

• The Journal of the Acoustical Society of Korea
• /
• v.6 no.2
• /
• pp.30-37
• /
• 1987

Twelve Korean monophthongs were studied by formant analysis, fundamental frequencies and their harmonics were considered as the parameters of analysis. The analyzed data were twelve Korean monophthongs which were pronounced with the five fundamental frequencies by the five male vocal musicians. The study shows that the first and the second formants are characterized by the resonance of the cavities of pharymx and mouth, respectively. The lip rounding effect detreases the second formant frequency. The phonemes of $[a]/[\alpha ], [e]/[\varepsilon] and [\partial]/[\Lambda]$were not distinguished well in this formant analysis.

• Geotechnical Engineering
• /
• v.11 no.3
• /
• pp.55-68
• /
• 1995

This paper is the analysis of the relationship between RQD and decay constant, blasting vi bration constant of cube root scaling and square root scaling, through experimental blast ins test in subway construction for excavation of shaft hole by bottom blasting. The magnitude of particle velocity is largely effected by the distance from blasting source, the maximum charge per delay and the properties of ground. In order to verify the effects of ground properties on blast-induced vibration, the relation-ship between magnitude of blasting vibration and Rock Quality Disignation which stands for joint property was studied. The results of test are verified that blasting vibration constant "K" and the absolute value("n") of decay constant relatively increse as RQD increased. According to the result, it can be predict the particle velocity by the blast -induced vibration in bottom blasting pattern.om blasting pattern.