• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 합동 추계학술대회 논문집 정보 및 제어부문
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• pp.382-386
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• 2002

The damping ratio $\zeta$ of the unit-step response of a second-order discrete system is a function of only the location of the closed-loop poles and is not directly related to the location of the system zero. However, the peak overshoot of the response is the function of both the damping ratio $\zeta$ and an angle $\alpha$, which is the phasor angle of the damped sinusoidal response and is determined by the relative location of the zero with respect to the closed-loop poles. Accordingly, when the closed-loop system poles are fixed, the peak overshoot is considered as a function of the angle $\alpha$ or the system zero location. In this paper the effects of the relative location of the zero on the system performance of a second-order discrete system is studied, and a design method of digital compensator which achieves arbitrary steady-state response with minimum peak overshoot while maintaining the desired system mode and the damping ratio of the unit step response is presented.

• Fibers and Polymers
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• 제4권2호
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• pp.49-53
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• 2003

Polyurethane (PU) layer and copolymer consisted of the different molecular weights (1000 and 2000 g/mol) of poly(propylene glycol) (PPG) were prepared. The damping and mechanical properties of these materials were compared with PU 1000 made by PPG having the molecular weight of 1000 g/mol. The optimum composition of PU2000 used for PU layer and copolymer was diphenylmethane diioscynate (MDI)/propylene glycol (PPG)/butanediol (BD) (1/0.3/0.7) based on the damping and mechanical properties. The damping peak of PU copolymer was higher than those of PU layer and PUI 1000 in low temperature range (-30- $10^{\circ}C$). For application in noise reduction, the transmission loss of the mechanical vibration through solid structure was measured. PU layer and copolymer were used as a damping layer. The transmission loss of PU copolymer was more effective than those of PU layer and PU 1000 in the experimental frequency range.

• 열처리공학회지
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• 제20권6호
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• pp.306-310
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• 2007

Changes in microstructure and damping capacity with aging time for solutionized Mg-Al alloy have been investigated. Discontinuous ${\beta}\;(Mg_{17}Al_{12})$ precipitates form along the primary grain boundaries, the amount of which increases as the aging time increases. The hardness of the matrix with respect to aging time shows a typical "S" shape, indicating a generation of fine continuous precipitates in the matrix during the aging. The peak level of damping capacity is obtained after 1 hour of aging, over which the damping capacity becomes deteriorated continuously. The formation of optimum density of continuous ${\beta}$ precipitates with fine morphology which would act as pinning points for dislocation lines, might be responsible for the improvement of damping capacity.

• 대한기계학회논문집
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• 제10권5호
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• pp.698-705
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• 1986

본 연구에서는 윤활이론에 따라 명확히 계산되고 그 신빙성이 실험적으로 검 증된 "동압유막 댐퍼"의 감쇠계수를 이용하여 외부댐핑을 갖는 회전축-구름베어링계와 회전축-저어널베어링계의 진동특성을 해석하고저 한다. 또한 해석결과를 토대로 회 전축계의 진동특성에 미치는 특성수 및 설계변수를 명확히 도출하여 동특성을 고려한 회전축계의 최적설계에 기여하고저 한다. 기여하고저 한다.

• Earthquakes and Structures
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• 제20권1호
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• pp.39-53
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• 2021

By means of installing sloped rolling-type seismic isolators (SRI), the horizontal acceleration transmitted to the to-be-protected object above can be effectively and significantly reduced under external disturbance. To prevent the maximum horizontal displacement response of SRI from reaching a threshold, designing large and conservative damping force for SRI might be required, which will also enlarge the transmitted acceleration response. In a word, when adopting seismic isolation, minimizing acceleration or displacement responses is always a trade-off. Therefore, this paper proposes that by exploiting the possible information provided by an earthquake early warning system, the damping force applied to SRI which can better control both acceleration and displacement responses might be determined in advance and accordingly adjusted in a semi-active control manner. By using a large number of ground motion records with peak ground acceleration not less than 80 gal, the numerical results present that the maximum horizontal displacement response of SRI is highly correlated with and proportional to some important parameters of input excitations, the velocity pulse energy rate and peak velocity in particular. A control law employing the basic form of hyperbolic tangent function and two objective functions are considered in this study for conceptually developing suitable control algorithms. Compared with the numerical results of simply designing a constant, large damping factor to prevent SRI from pounding, adopting the recommended control algorithms can have more than 60% reduction of acceleration responses in average under the excitations. More importantly, it is effective in reducing acceleration responses under approximately 98% of the excitations.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.411-418
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• 2003

This paper presents the results of experimental studies on the equipment isolation effect in the nuclear containment. for this Purpose, shaking table tests were performed. The natural rubber bearing (NRB) and high damping rubber bearing (HDRB) were selected for the isolation. Peak ground acceleration, damping characteristics of isolation system and frequency contents of selected earthquake motions were considered. finally, it is presented that the NRB and HDRB systems are effective for the small equipment isolation and the damping of isolation systems can be affected to the seismic isolation effect.

• 열처리공학회지
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• 제35권5호
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• pp.255-261
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• 2022

In this work, the strain-amplitude independent and strain-amplitude dependent damping capacities of Mg-5%Sn alloy have been investigated as a function of its age-hardening response. The hardness increased with an increase in aging time, reached a peak value after 48 h, and then it gradually decreased. The damping capacities of the Mg-5%Sn alloy exhibited a decreasing tendency in the order of solution-treated, under-aged, peakaged, and over-aged states in the strain-amplitude dependent region, whereas they increased continuously with aging time in the strain-amplitude independent region. The microstructural examination during aging revealed that the lower concentration of Sn solutes in the α-(Mg) matrix and the lower density of the Mg₂Sn precipitate particles may well be the crucial factors for better damping values in the strain-amplitude independent and strain-amplitude dependent regions, respectively.

• 한국지진공학회논문집
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• 제8권2호
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• pp.35-44
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• 2004

탄성응답스펙트럼을 사용하는 능력스펙트럼법은 비선형 시스템을 등가의 선형시스템으로 치환하여 주어진 지진 하중에 대한 구조물의 최대 비선형 거동을 예측한다. 본 연구의 목적은 이러한 능력스펙트럼법들의 정확성을 검증하고, 예측 특성을 비교하는 것이다. 이를 위해, ATC-40, G lkan, Kowalsky, 그리고 Iwan이 제시한 방법을 이용하여 등가주기와 등가감쇠비를 산정한 후, ATC-40에서 제시한 절차B에 따라 성능점을 산정 하였다. 전반적으로 ATC-40 방범은 구조물의 응답을 과소 평가하여 안전하지 못한 설계결과를 가져 올 수 있으며, G lkan과 Kowalsky의 방법은 과대 평가하는 경향을 가지고 있다. Iwan이 제시한 방법은 ATC-40 방법과 G lkan과 Kowalsky 방법의 중간 값을 예측함으로써, 비교적 정확한 값에 가까운 최대 변위를 산출하였다. 그리고, Kowalsky 방법은 항복 후 강성비에 따라 등가감쇠비를 음수로 산정함으로써 예측 값을 제시하지 못하는 경우가 있음을 확인하였다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.183-187
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• 2004

To predict rolling performance for a barge-type FPSO, the evaluation of correct nonlinear roll damping is critical. The squall section of FPSO causes a fair amount of viscous damping effect. Free roll decoy tests were conducted to estimate nonlinear roll damping for a barge-typ FPSO of three different loading conditions. The roll motion RAO was deduced by model tests in the wave condition of wideband spectrum. In numerical calculation, the quadratic damping was considered as equivalent linear damping using the results of free roll decay test. Tested roll performance in JONSWAP wave spectrum was compared with numerical results. These two results show good agreement, in spite of proximity in peak wave period and roll natural period.

• 폴리머
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• 제29권3호
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• pp.300-303
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• 2005

폴리우레탄을 PU1000(poly(propylene glycol), PPG, 분자량 1000 g/mol로 제조된 폴리우레탄)과 PU2000(PPG 분자량 2000 g/mol로 제조된 폴리우레탄)을 이용하여 다층구조와 발포체 다층구조로 제조하였고 동력학 특성과 음향특성을 기준물질인 PU1000과 비교 조사하였다. 다층구조 폴리우레탄의 감쇠 피크는 PU1000에 비해 낮은 온도로 이동한 반면에 발포체를 이용한 다층구조에서의 감쇠 피크는 PU1000에 비해 높은 온도로 이동하였고 감쇠 범위 또한 넓어졌다. 음향특성인 투과손실 측면에서 보면 다층구조의 투과손실은 기준이 되는 PU1000에 비해 100 Hz이하와 600 Hz의 특정 주파수 영역에서 효과적이었고 발포체 다층구조의 경우는 실험 범위인 1000 Hz이하 전영역에서 아주 우수한 투과손실이 얻어졌다