• 한국산학기술학회논문지
• /
• 제14권11호
• /
• pp.5338-5343
• /
• 2013

햅틱 시스템에서 가상 벽의 스프링상수 (Kw)가 크면 클수록 사용자는 실제 벽처럼 느끼지만 햅틱 시스템은 그만큼 불안정해진다. 그래서 시스템의 안정성을 유지하면서 가상 벽에 대한 사용자 몰입감을 향상시키기 위해서 일차 홀드 방식을 이용한 방법을 제시하고자 한다. 특히 가상 벽 (virtual wall)로 구성된 가상 환경과 상호 작용할 때 일차홀드 (FOH) 방식을 이용하는 경우 햅틱 장치의 물성치인 질량 (Md)과 댐핑 상수 (Bd)가 시스템의 안정성에 미치는 영향을 분석한다. 시뮬레이션을 통해 시스템의 안정성을 유지하는 가상 벽의 스프링 상수 (Kw)가 햅틱 장치의 질량 (Md)과 댐핑 상수 (Bd)의 제곱근에 비례한다는 것을 보이고, 이를 통해 기존의 영차홀드 (ZOH) 방식보다 큰 가상 스프링의 구현이 가능함을 보인다. 따라서 사용자의 몰입감 높은 햅틱 시스템 구현이 가능함을 보인다. 그리고 시뮬레이션 결과분석을 통해 시스템 안정성을 보장하는 가상 스프링 상수 (Kw)의 범위를 샘플링 주기 (T), 햅틱 장치의 질량 (Md), 댐핑 상수 (Bd)의 관계로 유도한 결과가 $K_w{\leq}{1.611M_d}^{0.50}{B_d}^{0.50}T^{-1.51}$ 임을 보인다. 이 때 시뮬레이션 결과와의 상대 오차가 평균 0.53%로 매우 작다.

• 한국지구과학회지
• /
• 제22권1호
• /
• pp.47-64
• /
• 2001

대한해협과 동중국해에서 1985년과 1986년에 관측한 수온, 염분자료를 사용하여 수괴를 분석하였다. 대한해협과 동중국해 수심 50m에서의 수괴 분포 특성은, 겨울과 봄철에는 쿠로시오 해수(수괴 K) 및 쿠로시오계 혼합수(수괴I), 여름과 가을철에는 대륙 연안수의 영향을 많이 받은 혼합수(수괴 I${\sim}$IV)의 수괴분포가 넓게 나타났다. 겨울과 봄에 수심 loom의 동중국해는 주로 쿠로시오 해수(수괴 K) 및 쿠로시오계 혼합수(수괴 I)가 넓게 분포하고 있었다. 여름에는 혼합수(수괴 I${\sim}$III)가 널리 나타나 연중 여름에 가장 혼합이 많이 된 수괴가 분포하고 있는 것이 특징이었다. 가을에는 쿠로시오계 혼합수(수괴 I)가 주요 수괴였다. 대한해협에서는 겨울과 봄에는 쿠로시오 해수(수괴 K), 여름과 가을에는 혼합수(수괴 I${\sim}$IV)가 주로 분포하고 있었다. 겨울과 봄철에 대기로부터의 냉각에 의한 보정을 하면,쿠로시오 해수(수괴 K)의 분포해역이 줄어든 대신에 쿠로시오계 혼합수(수괴 I)의 분포 해역이 늘어났다. 즉, 동중국해와 대한해협에서 겨울과 봄에 주로 쿠로시오 해수(수괴 K)가 분포하는 것처럼 보이지만,실제는 약간 변질된 쿠로시오계 혼합수(수괴 I)가 넓게 분포하고 있는 것이다. 계절별 해황특성으로 여름철에 표층 저밀도수의 분포가 대한해협과 오끼나와 쪽으로 향하는 두 갈래 혀 모양의 형태를 나타내고 있었다. 이것은 중국대륙 연안수와 혼합된 저밀도 표층수의 흐름이 대한해협과 동중국해 동남쪽으로 향하고 있는 것으로 사료된다.

• Smart Structures and Systems
• /
• 제31권1호
• /
• pp.89-100
• /
• 2023

This paper conducts a parametric study of a new tuned mass damper with pre-strained superelastic SMA helical springs (SMAS-TMD) on the vibration reduction effect. First, a force-displacement relation model of superelastic SMA helical spring is presented based on the multilinear constitutive model of SMA material, and the tension tests of the six SMA springs fabricated are implemented to validate the mechanical model. Then, a dynamic model of a single floor steel frame with the SMAS-TMD damper is set up to simulate the seismic responses of the frame, which are testified by the shaking table tests. The wire diameter, initial coil diameter, number of coils and pre-strain length of SMA springs are extracted to investigate their influences on the seismic response reduction of the frame. The numerical and experimental results show that, under different earthquakes, when the wire diameter, initial coil diameter and number of coils are set to the appropriate values so that the initial elastic stiffness of the SMA spring is between 0.37 and 0.58 times of classic TMD stiffness, the maximum reduction ratios of the proposed damper can reach 40% as the mass ratio is 2.34%. Meanwhile, when the pre-strain length of SMA spring is in a suitable range, the SMAS-TMD damper can also achieve very good vibration reduction performance. The vibration reduction performance of the SMAS-TMD damper is generally equal to or better than that of the classic optimal TMD, and the proposed damper effectively suppresses the detuning phenomena that often occurs in the classic TMD.

• 대한기계학회논문집A
• /
• 제20권7호
• /
• pp.2108-2117
• /
• 1996

The purpose of this paper is to investigate the influence of the exciter attached for the measurement of natural frequencies when extracting the frequency response functions of the test structure in experimental modal analysis. The procedure is first to model the attached exciter as an additional degree of freedom system and next to verify the suggested model by experimentally extracting the natural frequencies of the test structure with various values of exciter mass, stinger stiffness and attachment position of the exciter on the test structure. It is concluded that as additional degree of freedom system which includes the natural frequency of the exciter itself and axial stiffness of stinger should be considered to quantatively define the coupling effects of structure-exciter interaction on the measured natural frequencies. It is not the mass of the exciter itself but the coupling effect of the additional degree of freedom mass-spring system consisting of exciter body and armature coil that characterizes the natural frequency deviation. Therefore, when the natural frequency of this additional mass-spring system is outside of the test frequency range, the coupling effect of structure-exciter interaction can be minimized.

• Structural Engineering and Mechanics
• /
• 제61권6호
• /
• pp.785-794
• /
• 2017

This paper is concerned with the comparative numerical and experimental study on the natural behavior and the motion responses of a 1/75 moored scale model of a 2.5 MW spar-type floating offshore wind turbine subject to 1-D regular wave. Heave, pitch and surge motions and the mooring tensions are investigated and compared by numerical and experimental methods. The upper part of wind turbine which is composed of three rotor blades, hub and nacelle is modeled as a lumped mass and three mooring lines are pre-tensioned by means of linear springs. The numerical simulations are carried out by a coupled FEM-cable dynamics code, while the experiments are performed in a wave tank equipped with the specially-designed vision and data acquisition system. Using the both methods, the natural behavior and the motion responses in RAOs are compared and parametrically investigated to the fairlead position, the spring constant and the location of mass center of platform. It is confirmed, from the comparison, that both methods show a good agreement for all the test cases. And, it is observed that the mooring tension is influenced by all three parameters but the platform motion is dominated by the location of mass center. In addition, from the sensitivity analysis of RAOs, the coupling characteristic of platform motions and the sensitivities to the mooring parameters are investigated.

• 한국환경보건학회:학술대회논문집
• /
• 한국환경보건학회 2003년도 Challenges and Achievements in Environmental Health
• /
• pp.76-85
• /
• 2003

Mass and elemental dry deposition fluxes and ambient particle size distributions were measured using dry deposition plates and a cascade impactor, from March to November 1998 in Seoul, Korea. During the spring sampling period several yellow sand events characterized by long range transport from China and Mongolia impacted the area. During these events the mass fluxes were statistically the same as during springtime non-yellow-sand events. However, most elemental fluxes were higher. In general, the flux ratios of both crustal (Al, Ca, Mn) and anthropogenic elements (Ni, Pb) to total mass measured during the daytime yellow-sand events were substantially higher than those measured in spring daytime during non-yellow-sand time periods. During all seasons the average measured daytime fluxes were about two times higher than at nighttime. The flux of primarily anthropogenic metals (Cu, Ni, Pb, Zn) and Mn was on average one to two orders of magnitude lower than the flux of the crustal metals Al and Ca. As is typically found two modes, fine (0.1∼l.0 $\mu\textrm{m}$) and coarse (1.0∼10.0 $\mu\textrm{m}$) were present in the measured size distributions (<10 $\mu\textrm{m}$). The particles in the coarse mode constitute a major portion of the measured mass size distribution during the yellow-sand events possibly due to the long-range transport of those particles from China.

• 한국환경보건학회지
• /
• 제26권2호
• /
• pp.108-115
• /
• 2000

The mass fraction of PM10 had a bimodal distribution in the middle of between 2.1 ${\mu}{\textrm}{m}$, and the average mass fraction of particles less than 2.1~3.1 ${\mu}{\textrm}{m}$ was 54.1% for Pb and 890.8 ng/㎥ for Fe, respectively. For the concentration of PM10 and metallic elements by seasonal variation, PM10 showed bimodal distribution, while metallic elements showed different distributions by their sources. The ratios of fine particles to total mass were 0.45 for PM10, 0.41 for Cr, and 0.20 for Fe, 0.57 for Zn, 0.68 for Cd and 0.63 for Pb, respectively. That facts indicated that PM10, Zn, Cd, Cr and Pb were from anthropogenic sources, and Fe was from natural source. The geometric means and geometric standard deviations by seasonal variations were 3.6 ${\mu}{\textrm}{m}$ , 2.31 ${\mu}{\textrm}{m}$ in winter, 3.0 ${\mu}{\textrm}{m}$ , 2.49 ${\mu}{\textrm}{m}$ in spring, 2.7 ${\mu}{\textrm}{m}$ , 2.03 ${\mu}{\textrm}{m}$ in summer respectively. And, total efficiency of cascade impactor by seasonal variations were 49.6% in winter, 45.9% in spring and 44.5% in summer.

• 한국구조물진단유지관리공학회 논문집
• /
• 제25권6호
• /
• pp.12-18
• /
• 2021

본 연구는 강제진동으로 인해 교량에 발생되는 휨 변위를 효과적으로 완화하는 것이 목적이다. 단순보의 휨거동 제어를 위하여 스프링과 mass의 관계를 결합한 CTMD(Combine Tuned Mass Damper)를 개발하였다. 개발한 CTMD는 교량의 특성에 따라 질량비의 조절이 가능하도록 CTMD 내부의 Mass를 가감할 수 있는 Mass slot과 Mass block을 설계 제작하였다. CTMD에 적용된 Spring의 최대하중은 33.15N으로 고정하였다. 개발된 CTMD의 성능을 평가하기 위하여 길이 10m, 폭 0.6m, 높이 0.74m인 단순보를 제작하였다. 단순보의 지점조건은 한단 힌지, 한단 롤러로 구성하였다. 실험 방법은 단순보의 중앙에 CTMD를 설치하고 Mass를 조절하여 질량비에 변화를 주어 실험하였다. 이때 질량비에 따른 휨 거동 제어효과는 단순보의 중앙에 설치한 LVDT를 이용하여 측정하였다. 가진 조건은 단순보의 최대 휨 거동을 유발시키기 위하여 단순보의 힌지단에서 1.25m 떨어진 곳에 관성형가진기를 설치하여 3Hz로 흔들었다. 실험 결과 최적의 질량비가 2.1일 때 휨 거동 변위의 감쇠율이 약 71.2%로 최상의 제어효과를 나타내는 것으로 확인되었다.

• 한국대기환경학회지
• /
• 제27권3호
• /
• pp.347-357
• /
• 2011

The TSP aerosols were collected at Gosan site of Jeju Island between 2003 and 2007, and their aerosol components were analyzed to examine the variations of chemical compositions with the corresponding pathways of inflowing air parcels. According to the comparison of seasonal aerosol compositions, the soil-originated components showed remarkably high concentrations during spring season. On the other hand, the concentrations of anthropogenic components were somewhat high in spring and summer seasons, but low in fall season. Based on the comparison of TSP compositions in relation to the pathways of inflowing air mass, the concentrations of anthropogenic components (nss-$SO_4^{2-}$, S, $NO_3^-$), soil-originated components (nss-$Ca^{2+}$, Al, Fe, Ca), and the heavy metals (e,g., Mn, Zn, Cr, Pb, Cu, Cd, etc.) have relatively increased with the air mass moving from China continent into Jeju area. Meanwhile, the marine-originated components showed an increasing trend with the air mass coming from North Pacific Ocean. In the seasonal and sectional comparison, the nss-$SO_4^{2-}$, $NO_3^-$, nss-$Ca^{2+}$, and Al showed comparatively high concentrations when the air mass moved from China continent during all seasons. Especially, the $NO_3^-$, nss-$Ca^{2+}$, and Al concentrations were somewhat high when the air mass moved from Korean Peninsula during summer season. It was also recognized that the Na+ concentration were high, when the air mass moved from Pacific Ocean through all seasons.

• 한국소음진동공학회논문집
• /
• 제15권4호
• /
• pp.483-491
• /
• 2005

In this paper a dynamic behavior of a double-cracked cantilever pipe with the tip mass and a moving mass is presented. Based on the Euler-Bernoulli beam theory, the equation of motion is derived by using Lagrange's equation. The influences of the moving mass, the tip mass and double cracks have been studied on the dynamic behavior of a cantilever pipe system by numerical method. The cracks section are represented by the local flexibility matrix connecting two undamaged beam segments. Therefore, the cracks are modelled as a rotational spring. This matrix defines the relationship between the displacements and forces across the crack section and is derived by applying fundamental fracture mechanics theory. We investigated about the effect of the two cracks and a tip mass on the dynamic behavior of a cantilever pipe with a moving mass.