• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2013.10a
• /
• pp.279-280
• /
• 2013

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2011.06a
• /
• pp.967-968
• /
• 2011

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2001.11b
• /
• pp.882-887
• /
• 2001

This paper deals with the effect of mass-spring-mass resonance that is a characteristics of the multi-layered panels in order to enhance sound insulation performance. From theoretical and experimental investigation, it is evident that tuning mass-spring-mass resonance by controlling elastic modulus of the core materials is very important to improve the STC value without increasing the weight of panels, resulting in enhancing STC value more than 10 dB.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2000.11a
• /
• pp.701-707
• /
• 2000

In this work, we propose to employ magnetostrictive sensors to develop a new non-contacting modal testing method. Specific applications are made in the modal testing of a beam in bending. The role of bias magnetic fields in measuring bending waves is addressed and an approximate analysis to explain the principle to measure bending signals is carried out. The measured modal data by the present method agree well with those by conventional methods using accelerometers.

• Journal of the Korean earth science society
• /
• v.41 no.3
• /
• pp.238-247
• /
• 2020

This study simulated strong ground motion waveforms in the southern Korean Peninsula, based on the physical earthquake modeling of the Southern California Earthquake Center (SCEC) BroadBand Platform (BBP). Characteristics of intensity attenuation were investigated for M 6.0-7.0 events, incorporating the site effects. The SCEC BBP is software generates broadband (0-10 Hz) ground-motion waveforms for earthquake scenarios. Among five available modeling methods in the v16.5 platform, we used the Song Model. Approximately 50 earthquake scenarios each were simulated for M 6.0, 6.5, and 7.0 events. Representative metrics such as peak ground acceleration (PGA) and peak ground velocity (PGV) were obtained from the synthetic waveforms that were simulated before and after the consideration of site effects (V_S30). They were then empirically converted to distribution of instrumental intensity. The intensity that considers the site effects is amplified at low rather than high V_S30 zones.

• Journal of the Korean Geotechnical Society
• /
• v.16 no.3
• /
• pp.15-21
• /
• 2000

액상화되기 쉬운 모래지반 위에 축조된 제방의 지진시 거동을 조사하고 액상화 경감을 위한 대책공법의 효과를 비교하기 위하여 12가지 경우에 대해 진돈대 시험을 수행하였다. 본 시험에는 널말뚝, 자갈배수재, 모래다짐 말뚝과 강관말뚝 등의 대책공법이 적용되었다. 진동대 시험에 사용된 투명토조의 길이는 194cm이고 폭은 44cm 그리고 높이는 60cm이다. 기초지반은 포화된 모래이며 수중침강법을 적용하여 상대밀도 약 30%로 조성되었다. 이 포화된 느슨한 모래지만 위에 15cm 높이의 제방이 경사 1:1.5로 축조되었다. 진동대 시험시 제방과 기초지반의 거동을 측정하기 위해서 간극수압계 12개, 가속도계 4개 및 LVDT 2개가 시험모델에 설치되었다. 진동대의 크기는 2m$\times$2m이며, 진동시의 입력가속도는 0.1g에서 시작하여 최고 0.4g까지 증가시켰다. 본 모델에 적용된 공법 모두가 일반적인 진동법위에서 액상화 발생을 억제시키는데 유용한 것으로 증명이 되었으며, 그 중에서 모래다짐말뚝이 액상화로 인한 피해를 감소시키는데 가장 효과적인 것으로 나타났다. 또한 각각의 대책공법에 대한 최적 배치안의 본 연구에서 제시되었다.

• Composites Research
• /
• v.12 no.4
• /
• pp.25-32
• /
• 1999

A method of calculating the natural frequency corresponding to the first mode of vibration of beams and tower structures, with irregular cross sections and with arbitrary boundary conditions was developed and reported by Kim, D. H. in 1974. In this paper, the result of application of this method to the special orthotropic plates on elastic foundation with free boundaries is presented. Such plates represent the concrete highway slab and hybrid composite pavement on bridges. Any method may be used to obtain the deflection influence surfaces needed for this vibration analysis. Finite difference method is used for this purpose, in this paper. The influence of the modulus of the foundation and the aspect ratio of the plate on the natural frequency is thoroughly studied. The effect of neglecting the mass of the plates on the natural frequency, as the ratio of the point mass/masses to the plate mass increases, is also studied, in deep.

• Journal of Korean Society of Steel Construction
• /
• v.9 no.2 s.31
• /
• pp.221-228
• /
• 1997

The main purpose of this paper is to determine the dynamic optimal shapes of simple beam-columns with the constant volume. The parabolic function is chosen as the variable equation for the depth of regular polygon cross-section. The ordinary differential equation including the effect of axial load is applied to calculate the natural frequencies. The Runge-Kutta and Regula-Falsi methods are used to integrate the differential equation and compute the frequencies, respectively. Then the dynamic optimal shape whose lowest natural frequency is highest is determined by reading the critical value of the frequency versus section ratio curve plotted by the frequency data. In the numerical examples, the simple beam-columns are analysed and the numerical results of this study are shown in tables and figures.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.35 no.6
• /
• pp.509-516
• /
• 2007

Mathematical modeling and vibration control of a tiltrotor aircraft composite wing-rotor system are investigated in this study. A wing-mounted rotor can be tilted from the vertical position to a horizontal one, and vice versa. Effect of vibration control of the wing-rotor system via piezoelectricity is studied as a function of tilt angle, ply angle of composite wing and rotor's spin speed. Composite wing is modeled as a thin-walled box beam having a circumferentially uniform stiffness configuration that produces elastic coupling between flap-lag and between extension-twist behavior. Numerical simulations are provided and pertinent conclusions are outlined.

• Proceedings of the Korean Society of Propulsion Engineers Conference
• /
• 2006.05a
• /
• pp.310-313
• /
• 2006

The present study aims at investigating the effectiveness of a new passive cavity flow control technique, sub-cavity. The characteristics of cavity flow oscillation with the device are compared with those with other control techniques tested previously, including a triangular bump and blowing jet. In the computation, the three-dimensional, unsteady Navier-Stokes equations governing the supersonic cavity flow are solved based on an implicit finite volume scheme spatially and multi-stage Runge-Kutta scheme temporally. Large eddy simulation (LES) is carried out to properly predict the turbulent features of cavity flow. The present results show that the pressure oscillation near the downstream edge dominates overall time-dependent cavity pressure variations, and the amplitude of the pressure oscillation can be reduced in the presence of a sub-cavity.