• Wind and Structures
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• 제9권4호
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• pp.331-344
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• 2006

The cable-stayed-suspension hybrid bridge is a cooperative system developed from the traditional cable-stayed and suspension bridges, and takes some advantages of the two bridge systems. It is also becoming a competitive design alternative for some long and super long-span bridges. But due to its great flexibility, the flutter stability plays an important role in the design and construction of this bridge system. Considering the geometric nonlinearity of bridge structures and the effects of nonlinear wind-structure interaction, method and its solution procedure of three-dimensional nonlinear flutter stability analysis are firstly presented. Parametric analyses on the flutter stability of a cable-stayed-suspension hybrid bridge with main span of 1400 meters are then conducted by nonlinear flutter stability analysis, some design parameters that significantly influence the flutter stability are pointed out, and the favorable structural system of the bridge is also discussed based on the wind stability.

• Wind and Structures
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• 제35권5호
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• pp.337-351
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• 2022

As central-slotted box decks usually have excellent flutter performance, studies on this type of deck mostly focus on the vortex-induced vibration (VIV) control. Yet with the increasing span lengths, cable-supported bridges may have critical wind speeds of wind-induced static instability lower than that of the flutter. This is especially likely for bridges with a central-slotted box deck. As a result, the overall aerodynamic performance of such a bridge will depend on its wind-induced static stability. Taking a 1400 m-main-span cable-stayed bridge as an example, this study investigates the influence of a series of deck shape parameters on both static and flutter instabilities. Some crucial shape parameters, like the height ratio of wind fairing and the angle of the inner-lower web, show opposite influences on the two kinds of instabilities. The aerodynamic shape optimization conducted for both static and flutter instabilities on the deck based on parameter-sensitivity studies raises the static critical wind speed by about 10%, and the overall critical wind speed by about 8%. Effective VIV countermeasures for this type of bridge deck have also been proposed.

• 한국방송∙미디어공학회:학술대회논문집
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• 한국방송∙미디어공학회 2018년도 하계학술대회
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• pp.63-66
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• 2018

Recently, a convolutional neural network (CNN) models at single image super-resolution have been very successful. Residual learning improves training stability and network performance in CNN. In this paper, we compare four convolutional neural network models for super-resolution (SR) to learn nonlinear mapping from low-resolution (LR) input image to high-resolution (HR) target image. Four models include general CNN model, global residual learning CNN model, local residual learning CNN model, and the CNN model with global and local residual learning. Experiment results show that the results are greatly affected by how skip connections are connected at the basic CNN network, and network trained with only global residual learning generates highest performance among four models at objective and subjective evaluations.

• 한국광학회:학술대회논문집
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• 한국광학회 2004년도 제15회 정기총회 및 동계학술발표회
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• pp.248-251
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• 2004

근접장 초해상 기술 중 대표적인 Super-RENS (Super Resolution Near Field Structure) 기술을 이용하여 25GB 용량의 BD(Blu-ray Disc) 다음 세대로 예상되는 100 ${\sim}$ 200 GB 용량의 Media 및 기록 재생 기기를 개발하고자 한다. 현재까지 이 기술의 어려움이었던 Stability 특성은 10만회 재생 내구성을 확인하엿고 CNR (신호 대 잡음 비) 특성은 50 nm 미세 마크에 대하여 40 dB의 특성을 확보 하였다. 이 특성은 대략 75 GB에 대응하는 것으로 BD System을 그대로 사용하면서 달성한 세계 최고의 기록 밀도로 평가된다. 향후 과제는 Jitter. Error Rate등 실제 신호 특성의 확보로서, 이의 확보를 통하여 기술의 상품화 가능성이 확인될 것이다.

• 한국항공우주학회지
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• 제36권9호
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• pp.825-834
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• 2008

고 받음각에서의 방향 안정성 향상을 위한 chine 형상 최적화를 수행하였다. Super ellipse equation을 통하여 다양한 형태의 chine 형상을 생성하고, 3차원 Navier-Stokes 방정식을 이용하여 방향안정성 및 고받음각에서의 공력 특성을 분석하였으며, 가장 높은 방향 안정성을 갖는 형상을 기본형상으로 선정하였다. 파리미터를 이용한 기본형상의 곡면 변형을 통하여 높은 방향 안정성 및 양항비를 동시에 만족하는 최적형상 도출을 위하여, 반응면을 구성하고 가중치를 도입하고 양항비를 구속조건으로 하는 방향안정성 최적화 문제를 수행하였다. 본 연구를 통하여 고받음각에서 chine형상의 공력특성을 파악하여 강한 와류를 발생시키는 chine 형상이 방향안정성에 도움이 된다는 것을 확인할 수 있었으며 최적화를 통해 기본형상보다 방향안정성이 약 29% 향상되는 결과를 얻었다. 또한 파라미터 기반 형상 생성기법과 근사최적화 기법의 연동을 이용한 형상최적설계 과정을 초음속, 고받음각 유동의 chine 형상설계에 적용하여 그 효율성을 확인하였다.

• 한국염색가공학회:학술대회논문집
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• 한국염색가공학회 2009년도 학술발표대회
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• pp.150-151
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• 2009

• 한국해안·해양공학회논문집
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• 제33권6호
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• pp.357-366
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• 2021

본 연구에서는 항내측 피복재의 안정성에 대한 단면수리실험을 수행하였다. 국내 항만 및 어항설계기준에서는 항내측 피복재의 중량산정 방법으로 상치콘크리트가 설치되지 않은 조건에 대하여 항내측 일부구간(최저설계 정수면에서 0.5 H 깊이까지)을 항외측 피복재와 동일 중량비의 피복재를 사용하도록 설계 도표로 제시하고 있다. 국내에 설계되는 대부분의 경사식 구조물은 상치콘크리트가 설치되어 있으며, 이에 대한 안정중량 산정 방법이 필요하다. van der Meer(1999)가 제시한 안정계수(N_od = 0.5)를 기준으로 피복재(테트라포드)의 안정성을 검토하였으며, 항외측 피복재의 0.8배에 해당하는 중량의 피복재를 항내측에 거치할 경우 안정성을 확보할 수 있는 것으로 나타났다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1997년도 추계학술대회 논문집
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• pp.275-278
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• 1997

We investigated effectness of sort and volume of conductive agent to charge/discharge capacity of LiMn$_2$O$_4$. LiMn$_2$O$_4$is prepared by reacting stoichiometric mixture of LiOH . $H_2O$ and MnO$_2$(mole ratio 1 : 2) and heating at 80$0^{\circ}C$ for 24h, 36h, 48h, 60h and 72h. All LiMn$_2$O$_4$cathode active materials show spinel structure. Cathode active materials calcined at 80$0^{\circ}C$ for 36h, charge/discharge characteristics and cycle stability have remarkable advantages. Used that super-s-black and 20wt% as conductive agent in LiMn$_2$O$_4$, it is excellent than property of cathode used Acetylene black or mixture of Super-s-black and acetylene black at charge/discharge capacity and cycle stability. Also, specific efficiency of cathode is excellent as over 98% and that of first cycle is excellent as 92%.

• 한국연소학회지
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• 제22권1호
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• pp.46-52
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• 2017

High-frequency combustion instabilities may occur during the development of feasible engine combustors. These instabilities can result in irreparable damages to the wall of combustors or the degradation of engine performance. So, it is essential to identify injectors that have high stability characteristics during the early stages of development. The objective of present study was to assess the stability of coaxial injectors and an impinging injector with different recess lengths in order to develop stable injectors optimally. Stability margin was evaluated based on the distance from operating condition to the unstable regions. A simulating combustion test method was used to analyze the stability of injectors. A small-scale combustion chamber was designed to simulate the first tangential acoustic mode of the actual combustor. Gaseous oxygen and a mixture of methane and propane were used as simulant propellants to satisfy their flow similarity to the actual propellants of a combustor in a liquid rocket combustor. The results indicated that injectors having small recess lengths showed relatively large combustion stability margins. For the injectors of large recess lengths, instability regions with large and super-large amplitude oscillations were observed. Thus, injector with shorter recess lengths had a higher stability than that of longer one due to the different mixing processes.

• Geomechanics and Engineering
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• 제11권2호
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• pp.253-267
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• 2016

The stability of surrounding rock will be poor when the tunnel is excavated through nearly horizontal stratum. In this paper, the instability mechanism of local nearly horizontal stratum in super-large section and deep buried tunnel is revealed by the analysis of the macro failure and micro fracture. A structural model is proposed to explain the mechanics of surrounding rock collapse under the action of stress redistribution and shed light on the macroscopic analytical approach of the stability of surrounding rock. Then, some highly effective formulas applied in the tunnel engineering are developed according to the theory of mixed-mode micro fracture. And well-documented field case is made to demonstrate the effectiveness and accuracy of the proposed analytical methods of mixed-mode fracture. Meanwhile, in order to make the more accurate judgment about yield failure of rock mass, a series of comprehensive failure criteria are formed. In addition, the relationship between the nonlinear failure criterion and $K_I$ and $K_{II}$ of micro fracture is established to make the surrounding rock failure criterion more comprehensive and accurate. Further, the influence of the parameters related to the tension-shear mixed-mode fracture and compression-shear mixed-mode fracture on the propagation of rock crack is analyzed. Results show that ${\sigma}_3$ changes linearly with the change of ${\sigma}_1$. And the change rate is related to ${\beta}$, angle between the cracks and ${\sigma}_1$. The proposed simple analytical approach is economical and efficient, and suitable for the analysis of local nearly horizontal stratum in super-large section and deep buried tunnel.