• Steel and Composite Structures
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• 제22권5호
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• pp.1001-1018
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• 2016

The purpose of this paper is to compare the structural responses obtained from the stochastic analysis of a suspension bridge subjected to uniform and partially correlated seismic ground motions, using different spatial correlation functions commonly used in the earthquake engineering. The spatial correlation function employed in this study consists of a term that characterizes the loss of coherency. To account for the spatial variability of ground motions, the widely used four loss of coherency models in the literature has been taken into account in this study. Because each of these models has its own characteristics, it is intended to determine the sensitivity of a suspension bridge due to these losses of coherency models which represent the spatial variability of ground motions. Bosporus Suspension Bridge connects Europe to Asia in Istanbul is selected as a numerical example. The bridge has steel towers that are flexible, inclined hangers and a steel box-deck of 1074 m main span, with side spans of 231 and 255 m on the European and Asian sides, respectively. For the ground motion the filtered white noise model is considered and applied in the vertical direction, the intensity parameter of this model is obtained by using the S16E component of Pacoima Dam record of 1971 San Fernando earthquake. An analytically simple model called as filtered white noise ground motion model is chosen to represent the earthquake ground motion. When compared with the uniform ground motion case, the results obtained from the spatial variability models with partial correlation outline the necessity to include the spatial variability of ground motions in the stochastic dynamic analysis of suspension bridges. It is observed that while the largest response values are obtained for the model proposed by Harichandran and Vanmarcke, the model proposed by Uscinski produces the smallest responses among the considered partially correlated ground motion models. The response values obtained from the uniform ground motion case are usually smaller than those of the responses obtained from the partially correlated ground motion cases. While the response values at the flexible parts of the bridge are totally dominated by the dynamic component, the pseudo-static component also has significant contributions for the response values at the rigid parts of the bridge. The results also show the consistency of the spatial variability models, which have different characteristics, considered in this study.

• 한국항행학회논문지
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• 제11권3호
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• pp.274-280
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• 2007

초 광대역 신호는 상대적으로 낮은 주파수에서 매우 넓은 대역폭을 갖는 방사 스펙트럼을 특징으로 하고 있다. 본 논문에서는 잡음과 동일채널간섭 채널에서 M-ary 상관 수신기 구조로 된 초 광대역 시스템의 비트 오율, 패킷 오율, 데이터 처리율 성능을 분석한다. UWB 시스템의 성능을 평가하기 위하여 하나 이상의 펄스 위치 변조 신호로 구성된 UWB 통신 파형을 사용하였다. 본 논문에서 사용된 M-ary PPM 신호는 시스템 성능 해석의 간략화를 위하여 균일하게 상관된 PPM 신호를 정의하였다. 시스템 성능의 해석을 통하여 무선 채널 에러는 처러율 성능을 감소시키며 hybrid ARQ 기법을 통하여 효과적으로 증가시킬 수 있음을 알 수 있었다. 또한, 성능 개선 기법과 사용된 파라미터를 통하여 초 광대역 시스템의 데이터 처리율 비교를 수행하였다. 성능 평가 과정을 통하여 무선 채널과 hybrid ARQ 기법의 영향을 신호 대 잡음 전력비에 따른 PER 및 처리율을 평가하였다.

• Journal of Preventive Medicine and Public Health
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• 제27권4호
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• pp.763-776
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• 1994

Recent studies reveal that grip forces during the hand-arm vibration are most significant for the genesis of vibration-induced white linger syndrome. Therefore, exerted grip forces and skin temperatures of fingers were regarded as dependent variables in experiments and the effects of grip temperature, noise, pushing force, vibration and the combined effect of vibration and pushing force were studied. The objectives of the present study were, first, to varify and compare the changes of grip force affected by grip temperature, noise, pushing force, vibration and the combined effect of vibration and pushing force and, second, to observe the reaction of finger skin temperature affected by above factors. Forty-six healthy male students ($25.07{\pm}2.85$) participated in five systematically permuted trials, which endured 4 minutes each other. Experiments were executed in a special chamber with an air temperature of 21C. In each experiments, the subjects were exposed to five experiment types: (1) grip force of 25N only, (2) pushing force of 50N, (3) acceleration of vibration $7.1m/sec^2(z-direction)$, (4) pink noise of 95 dB (A) and (5) combination of pushing force 50N and acceleration of vibration $7.1m/sec^2$. A repeated-measures analysis of variance (ANOVA) was performed on the grip force to test whether it was affected by noise, pushing force, vibration and pushing force. The present results show that vibration was significantly related to the increase of grip force, but the other factors, such as pushing force, noise and grip temperature had no signigicant influence on the increase of grip force, and that the reaction of finger skin temperature were significantly affected by the skin temperature at start of experiment and grip temperature, not grip force and other experimental conditions. Therefore, we suggest that the management for decreasing the grip force is meaningful to prevent the occurrence of Hand-arm vibration syndrome (HAVS).

• 대한방사선기술학회지:방사선기술과학
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• 제32권2호
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• pp.177-182
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• 2009

목 적 : 영상진단영역에서 이용되고 있는 3T(T, tesla) MR의 스핀에코(SE, spin echo) T1강조영상(T1-Weighted image)기법에서 숙임각(FA, flip angle)의 변화에 따른 영상의 질을 나타내는 신호대 잡음비(SNR, signal to noise ratio), 대조도 잡음비(CNR, contrast to noise ratio)를 평가한 후 특이흡수율(SAR, specific absorption rate)을 줄이면서 CNR를 향상시킬 수 있는 적정의 숙임각을 알아보고자 하였다. 대상 및 방법 : 고식적 스핀에코에서 통상적으로 사용하는 90$^\circ$ RF pulse 대신 50$^\circ$ RF pulse에서 130$^\circ$까지 10$^\circ$씩 증가시키면서 대뇌 T1강조영상을 획득하였다. 이 영상들에서 백질(WM, white matter), 회백질(GM, gray matter)과 배경(background)에서 각각 신호강도를 측정하여 SNR를 구하였고, 기존의 T1 이완곡선 R1 = 1- exp ($\frac{-TR}{T1}$)으로, 즉 Ernst angle cos $\theta$ = exp ($\frac{-TR}{T1}$)과의 관계성으로 T1강조영상에서 WM과 GM의 SNR과 CNR의 정규성 검정과 비모수 검정인 Kruskal-wallis 분석으로 적정의 숙임각을 알아보고자 하였다. 결 과 : WM와 GM의 신호강도와 배경잡음 신호강도를 이용하여 SNR를 구한 결과 WM의 SNR는 숙임각 50$^\circ$보다 130$^\circ$에서 1.6배 정도 증가하였고, GM의 SNR는 약 1.9배 정도 높게 나타났다. 두 조직의 SNR은 T1 이완곡선과 동일한 양상을 보여주고 있다. R1 = 1- exp ($\frac{-TR}{T1}$)으로 분석한 SNR의 신호증가가 둔화되는 기점이 WM은 120$^\circ$의 숙임각에서, GM은 110$^\circ$ 이후로 나타나 두 조직에서 다르게 나타나는 것을 알 수 있었다. WM과 GM의 SNR는 130$^\circ$의 숙임각에서 높았지만 CNR에 있어서는 80$^\circ$에서 최고 높게 나타났으며, 80$^\circ$ 전후의 숙임각에서는 감소하였다. 결론 : 3.0T MR의 SE T1강조영상 기법에서 숙임각의 증가에 따라 SNR는 증가하였지만 CNR는 이전까지의 임상에서 사용하는 숙임각이 90$^\circ$ 보다 적은 80$^\circ$에서 CNR이 최고로 나타나 통상적으로 사용하는 숙임각보다 10$^\circ$ 낮은 RF pulse duration time 사용함으로써 3T에서 문제로 제기된 SAR도 줄일 수 있었다. 앞으로 3.0T MR의 SE T1강조영상 기법에서 적정 숙임각을 사용함으로서 CNR을 높일 수 있을 것으로 기대되어진다.

• Computers and Concrete
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• 제9권3호
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• pp.195-213
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• 2012

This paper presents the investigation of the stochastic responses of seismically isolated bridges subjected to spatially varying earthquake ground motions including incoherence, wave-passage and site-response effects. The incoherence effect is examined by considering Harichandran and Vanmarcke coherency model. The effect of the wave-passage is dealt with various wave velocities in the response analysis. Homogeneous firm, medium and soft soil conditions are selected for considering the site-response effect where the bridge supports are constructed. The ground motion is described by filtered white noise and applied to each support points. For seismic isolation of the bridge, single and double concave friction pendulum bearings are used. Due to presence of friction on the concave surfaces of the isolation systems, the equation of motion of is non-linear. The non-linear equation of motion is solved by using equivalent linearization technique of non-linear stochastic analyses. Solutions obtained from the stochastic analyses of non-isolated and isolated bridges to spatially varying earthquake ground motions compared with each other for the special cases of the ground motion model. It is concluded that friction pendulum systems having single and double concave surfaces have important effects on the stochastic responses of bridges to spatially varying earthquake ground motions.

• Ocean Systems Engineering
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• 제10권3호
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• pp.317-332
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• 2020

This study examines the behaviors and properties of discharged liquid CO₂ from a long elastic pipe moving with a vessel for the oceanic CO₂ sequestration by considering pipe dynamics and vessel motions. The coupled vessel-pipe dynamic analysis for a typical configuration is done in the frequency and time domain using the ORCAFLEX program. The system's characteristics, such as vessel RAOs and pipe-axial-velocity transfer function, are identified by applying a broadband white noise wave spectrum to the vessel-pipe dynamic system. The frequency shift of the vessel's RAO due to the encounter-frequency effect is also investigated through the system identification method. Additionally, the time histories of the tip-of-pipe velocities, along with the corresponding discharged droplet size and Weber numbers, are generated for two different sea states. The comparison between the stiff non-oscillating pipe with the flexible oscillating pipe shows the effect of the vessel and pipe dynamics to the discharged CO₂ droplet size and Weber number. The pipe's axial-mode resonance is the leading cause of the fluctuation of the discharged CO₂ properties. The significant variation of the discharged CO₂ properties observed in this study shows the importance of considering the vessel-pipe motions when designing oceanic CO₂ sequestration strategy, including suitable sequestration locations, discharge rate, towing speed, and sea states.

• 한국전자통신학회논문지
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• 제13권1호
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• pp.69-76
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• 2018

본 논문에서는 OFDM(Orthogonal Frequency-Division Multiplexing)에서 터보코드, RS(Reed-Solomon)코드를 연구하고, DVB-T(digital terrestrial video broadcasting)에서 OFDM에 적용된 FEC(Forward Error Correct)의 성능을 분석한다. 그리고 표준 AWGN 통신로의 경우와 비교한다. 모의실험을 한 결과 반복해서 터보코드를 사용하면 성능이 현저히 개선됨을 확인할 수 있었다. 이는 컨케이트네이티드 FEC에 적절한 인터리버를 적용해서 구현가능 할 것이다.

• 한국전자통신학회논문지
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• 제9권6호
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• pp.711-717
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• 2014

행복은 사회학과 심리학에서 주된 관심사로 연구되어 왔다. 본 논문에서는 Spring-Damper-Mass 시스템과 등가적으로 구성할 수 있는 새로운 2차계로 구성한 행복 모델을 제안하여 Duffing 방정식과 동일한 형태의 2차원 모델로 구성한다. Duffing 방정식에 비선형 항을 추가하고 행복 현상이 나타날 수 있는 외부 신호로서 주기적인 정현파와 가우시안 백색 잡음을 인가하였다. 그런 후 새로운 행복 모델에서 파라미터 변화에 따라 랜덤 운동, 주기 운동, 카오스 운동이 있음을 확인하였다.

• Journal of Astronomy and Space Sciences
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• 제35권4호
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• pp.243-252
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• 2018

In a satellite gravimetry mission similar to GRACE, the precision of inter-satellite ranging is one of the key factors affecting the quality of gravity field recovery. In this paper, the impact of ranging precision on the accuracy of recovered geopotential coefficients is analyzed. Simulated precise orbit determination (POD) data and inter-satellite range data of formation-flying satellites containing white noise were generated, and geopotential coefficients were recovered from these simulated data sets using the crude acceleration approach. The accuracy of the recovered coefficients was quantitatively compared between data sets encompassing different ranging precisions. From this analysis, a rough prediction of the accuracy of geopotential coefficients could be obtained from the hypothetical mission. For a given POD precision, a ranging measurement precision that matches the POD precision was determined. Since the purpose of adopting inter-satellite ranging in a gravimetry mission is to overcome the imprecision of determining orbits, ranging measurements should be more precise than POD. For that reason, it can be concluded that this critical ranging precision matching the POD precision can serve as the minimum precision requirement for an on-board ranging device. Although the result obtained herein is about a very particular case, this methodology can also be applied in cases where different parameters are used.

• Smart Structures and Systems
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• 제33권1호
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• pp.27-39
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• 2024

The effectiveness of conventional tuned liquid dampers (TLDs) in controlling the wind-induced response of tall flexible structures has been indicated. However, the impaired control effect in the detuning condition or a considerably high mass cost of liquid may be incurred in ensuring the high-level serviceability. To provide an efficient TLD-based solution for wind-induced vibration control, this study proposes a serviceability-oriented optimal design method for isolated TLDs (ILDs) and derives analytical design formulae. The ILD is implemented by mounting the TLD on the linear isolators. Stochastic response analysis is performed for the ILD-equipped structure subjected to stochastic wind and white noise, and the results are considered to derive the closed-form responses. Correspondingly, an extensive parametric analysis is conducted to clarify a serviceability-oriented optimal design framework by incorporating the comfort demand. The obtained results show that the high-level serviceability demand can be satisfied by the ILD based on the proposed optimal design framework. Analytical design formulae can be preliminarily adopted to ensure the target serviceability demand while enhancing the structural displacement performance to increase the safety level. Compared with conventional TLD systems, the ILD exhibits higher effectiveness and a larger frequency bandwidth for wind-induced vibration control at a small mass ratio.