• 대한조선학회논문집
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• 제41권6호
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• pp.75-83
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• 2004

Ice rubble pieces broken by the bow impact load and side hull of an icebreaking vessel usually pass along the ship's bottom hull and may hit the propeller/rudder or other stern structures causing serious damage to ship's hull . Therefore it is important to estimate the size of broken ice pieces during the icebreaking process. The dynamic interaction process of icebreaker with infinite ice sheet is simplified as a wedge type beam of finite length supported by elastic foundation. The wedge type ice beam is leaded with vertical impact forces due to the inclined bow stem of icebreaking vessels. The numerical model provides locations of maximum dynamic bending moment where extreme tensile stress arises and also possible fracture occurs. The model can predict a failure length of broken ice sheet given design parameters. The results are compared to Nevel(1961)'s analytical solution for static load and observed pattern of ice sheet failure onboard an icebreaker. Also by comparing computed failure length with the characteristic length, the meaning of ice rubble sizes is discussed.

• Earthquakes and Structures
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• 제6권4호
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• pp.409-436
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• 2014

Although it is widely accepted that the interaction -between masonry infill and structural members significantly affects the seismic response of reinforced concrete (RC) frames, this interaction is generally neglected in current design-oriented seismic analyses of structures. Moreover, the role of masonry infill is expected to be even more relevant in the case of existing frames designed only for gravitational loads, as infill walls can significantly modify both lateral strength and stiffness. However, the additional contribution to both strength and stiffness is often coupled to a modification of the global collapse mechanisms possibly resulting in brittle failure modes, generally related to irregular distributions of masonry walls throughout the frame. As a matter of principle, accurate modelling of masonry infill should be at least carried out by adopting nonlinear 2D elements. However, several practice-oriented proposals are currently available for modelling masonry infill through equivalent (nonlinear) strut elements. The present paper firstly outlines some of the well-established models currently available in the scientific literature for modelling infill panels in seismic analyses of RC frames. Then, a parametric analysis is carried out in order to demonstrate the consequences of considering such models in nonlinear static and dynamic analyses of existing RC structures. Two bay-frames with two-, three- and four-storeys are considered for performing nonlinear analyses aimed at investigating some critical aspects of modelling masonry infill and their effects on the structural response. Particularly, sensitivity analyses about specific parameters involved in the definition of the equivalent strut models, such as the constitutive force-displacement law of the panel, are proposed.

• 대한전자공학회논문지SD
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• 제43권8호
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• pp.35-43
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• 2006

이 논문에서는 공정 변이의 고려를 위한 통계적 시간 분석(statistical timing analysis)에서 전력감소를 고려한 회로의 최적화를 위해 글리치 및 지연시간의 확률적 모델 및 연산을 이용하여 각 경로 및 경로상의 게이트의 민감도(sensitivity)를 계산하고 이를 이용한 사이징(sizing)을 통해 회로의 지연시간의 증가 없이 글리치를 감소하는 방법을 제시한다. 제안된 알고리즘은 통계적 시간 분석에 근거한 회로의 전후방 탐색을 이용하여 공정 변수를 고려한 확률적 글리치 발생률을 예측한다. 또한 글리치 발생률을 고려한 게이트의 선택 및 사이징 가능한 지연시간의 최적화된 계산을 통해 효율적인 게이트 사이징 기법과 글리치 감소를 위한 경로균등화 방법을 제시한다. 제안된 알고리즘의 효율성은 $0.16{\mu}m$ 모델 파라미터를 이용하여 ISCAS85 벤치마크 회로에 대한 실험을 통해 검증되었다. 실험 결과를 통해 제안된 알고리즘은 글리치 예측에 있어 8.6%의 정확도의 개선을 보였고, 경로균등화에 의한 최적화에 있어 9.5%의 개선을 보였다.

• 한국강구조학회 논문집
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• 제28권6호
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• pp.459-465
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• 2016

본 연구에서는 인장이음에 대한 반복하중의 영향을 파악하기 위하여 단순 인장이음을 대상으로 피로시험을 수행하였다. 인장이음의 볼트체결에 따른 축력과 작용하중에 의한 축력의 변화를 측정하였고 반복하중에 의한 볼트의 축력과 파괴양상, 이음의 피로강도를 조사하였다. 인장이음의 구조 상세 변수는 플랜지 두께와 고장력 볼트의 직경으로서 이들의 조합에 따라 볼트와 연결부의 강성이 달라지도록 하였다. 피로시험결과, 반복하중을 받는 인장이음의 파괴모드는 EC3에서 제시하고 있는 정적 파괴모드별 극한하중을 이용하여 평가될 수 있었다. 인장이음의 피로강도는 지레작용을 고려하지 않은 EC3(36)의 피로강도보다 상당히 안전측의 결과로 나타났다. 그러나, 지레작용에 의한 부가축력은 볼트 축력의 증가를 일으키기 때문에 피로강도에 대한 신중한 평가가 필요하다.

• Korean Chemical Engineering Research
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• 제44권5호
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• pp.460-467
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• 2006

Zeolite 5A 촉매에서 $H_2$, CO, $CO_2$에 대한 단성분 및 혼합성분의 흡착평형 실험을 정적부피법에 의해 수행하였다. 실험 데이타는 온도범위 293.15 K, 303.15 K, 313.15 K이고, 압력범위는 25 atm까지로 하여 얻었다. 각각의 파라미터들은 단성분 실험을 통해 얻었고, 이를 통해 혼합성분의 흡착 평형을 예측하였으며 실험값과 비교하였다. Zeolite 5A 에서의 $H_2/CO_2$, $CO/CO_2$ 혼합가스의 흡착평형 실험 결과는 Langmuir isotherm, Langmuir-Freundlich isotherm and Dual-Site Langmuir isotherm을 이용해 예측하였다. 그 결과 Dual-Site Langmuir isotherm모델이 가장 유사한 예측을 하는 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.846-853
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• 2006

In this study, quantitative sensitivity analysis on rockfill material influencing the dam crest displacement of Concrete-Faced Rockfill Dam(CFRD) was carried out. The purpose of this study is to indicate the most important input parameter and to show the quantitative variation of displacement at the crest of CFR type dam with this input parameter. The rockfill material properties for parametric study were obtained from the results of large scale triaxial tests on 34 rockfill materials in the 22 different sites. From the statistical analysis on these data, some statistical characteristics of rockfill material properties such as property range, distribution characteristics, and correlation between the properties were investigated. based on these characteristics, 27 property combinations were constituted by Latin Hypercube sampling method. Dam crest displacements after construction, impounding, and earthquake loading were evaluated by static and dynamic numerical analysis on each combination. From the sensitivity analysis, it was found that the crest displacement of CFR type dam was absolutely affected by the shear modulus of rockfill material and the effect of friction angle of it was negligible. This relative difference of sensitivity was more outstanding in case of crest settlement than in case of crest horizontal displacement. Also, it was found that the settlement and horizontal displacement of dam crest logarithmically decreased as the shear modulus increased and the difference between the maximum value and the minimum vale amounted to about 9.5 times in case of settlement and about 10 times in case of horizontal displacement.

• 대한기계학회논문집B
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• 제20권5호
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• pp.1649-1660
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• 1996

The flow around a circular cylinder was controlled by an acoustic excitation issued from a thin slit along the cylinder axis. The static pressure distributions around the cylinder wall and flow characteristics in the near wake have been measured. Experiments were performed under three cases of Reynolds number, 7.8 * 10$\^$4/, 2.3 * 10$\^$5/ and 3.8 * 10$\^$5/. The effects of excitation frequency, sound pressure level and the location of the slit were examined. Data indicate that the excitation frequency and the slit location are the key parameters for controlling the separated flow. At Re$\_$d/, = 7.8 * 10$\^$4/, the drag is reduced and the lift is generated to upward direction, however, at Re$\_$d/, =2.3 * 10$\^$5/ and 3.8 * 10$\_$5/, the drag is increased and lift is generated to downward direction inversely. It is thought that the lift switching phenomenon is due to the different separation point of upper surface and lower surface on circular cylinder with respect to the flow regime which depends on the Reynolds number. Vortex shedding frequencies are different at upper side and lower side. Time-averaged velocity field shows that mean velocity vector and the points of maximum intensities are inclined to downward direction at Re$\_$d/ = 7.8 * 10$\^$4/, but are inclined to upward direction at Re$\_$d/ = 2.3 * 10$\^$5/.

• Advances in nano research
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• 제9권4호
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• pp.263-276
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• 2020

In this article, the acoustic responses of free vibrated natural fibre-reinforced polymer nanocomposite structure have been investigated first time with the help of commercial package (ANSYS) using the multiphysical modelling approach. The sound relevant data of the polymeric structure is obtained by varying weight fractions of the natural nanofibre within the composite. Firstly, the structural frequencies are obtained through a simulation model prepared in ANSYS and solved through the static structural analysis module. Further, the corresponding sound data within a certain range of frequencies are evaluated by modelling the medium through the boundary element steps with adequate coupling between structure and fluid via LMS Virtual Lab. The simulation model validity has been established by comparing the frequency and sound responses with published results. In addition, sets of experimentation are carried out for the eigenvalue and the sound pressure level for different weight fractions of natural fibre and compared with own simulation data. The experimental frequencies are obtained using own impact type vibration analyzer and recorded through LABVIEW support software. Similarly, the noise data due to the harmonically excited vibrating plate are recorded through the available Array microphone (40 PH and serial no: 190569). The numerical results and subsequent experimental comparison are indicating the comprehensiveness of the presently derived simulation model. Finally, the effects of structural design parameters (thickness ratio, aspect ratio and boundary conditions) on the acoustic behaviour of the natural-fibre reinforced nanocomposite are computed using the present multiphysical model and highlighted the inferences.

• 한국인터넷방송통신학회논문지
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• 제12권4호
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• pp.81-93
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• 2012

이동성관리 및 패킷전달에 의해 발생되는 전체 네트워크의 트래픽을 줄이기 위한 목적으로 PMIPv6(Proxy Mobile IPv6)에서 포인터전송을 기반으로 효율적인 이동성관리 기법을 제안한다. 제안기법은 개별적이며 동적인 모바일사용자 기반이다. 전체 네트워크의 트래픽을 최소화하기 위한 포워딩체인 길이의 최적 임계값과 사용자의 특정 이동성과 서비스 패턴을 기준으로 결정된다. 포워딩체인 길이의 최적 임계값이 존재하는 것을 주어진 특정 이동성과 모바일 사용자의 서비스 패턴을 특징화한 매개변수로 입증한다. 또한 제안기법이 모든 모바일 사용자에게 정적 임계값을 적용하는 방식보다 상당히 더 좋은 성능을 내는 것을 보여준다. 수학적 분석법은 포인터 포워딩 기법이 PMIPv6에서의 라우팅기반 이동성관리 프로토콜에 비해 뛰어난 성능을 보여준다.

• Bulletin of the Korean Chemical Society
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• 제32권7호
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• pp.2253-2259
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• 2011

The self-assembly of one novel organic complex based on chlorogenic acid (HCA) and 2,2'-bipyridine (2,2'-bipy) has been synthesized and characterized. The complex achieved by hydrogen-bonding interactions, adopted a 1:1 stoichiometry in a solid state. The proton transfer occurred from the carboxyl oxygen to the aromatic nitrogen atom to form salts CA${\cdot}$(2,2'-Hbipy), the 2,2'-Hbipy molecule individually occupies the pseudo-tetragonum that is formed with CA. In this paper, the interactions of CA${\cdot}$(2,2'-Hbipy) with bovine serum albumin (BSA) were studied by fluorescence spectrometry. For CA${\cdot}$(2,2'-Hbipy), HCA and 2,2'-bipy, the average quenching constants for BSA were $2.4384{\times}10^4$, $4.653{\times}10^3$, and $3.059{\times}10^3\;L{\cdot}mol^{-1}$, respectively. The mechanism for protein fluorescence quenching is apparently governed by a static quenching process. The Stern-Volmer quenching constants and corresponding thermodynamic parameters ${\Delta}$H, ${\Delta}$G and ${\Delta}$S were calculated. The binding constants and the number of binding sites were also investigated. The conformational changes of BSA were observed from synchronous fluorescence spectra.