• 정보저장시스템학회논문집
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• 제3권3호
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• pp.113-117
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• 2007

재생층이 상변화물질로 이루어진 초해상 광디스크에 있어서, 기록 전과 후에 thermal curing 을 실시하여 신호품질과 재생안정성이 크게 향상되었다. Pre-curing으로 수천 회 이하에서 나타나는 short-term stability가 향상되었고, post-curing 한 후 mid-term stability 가 향상되었다. 그리고, pre- and post-curing 후 noise level 은 전반적으로 $1{\sim}2dB$가 낮아졌고, CNR은 $2{\sim}3dB$, jitter 는 $2{\sim}3%$ 가 향상되었다.

• Steel and Composite Structures
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• 제15권2호
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• pp.175-202
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• 2013

The super convergent laminated composite beam element is newly derived for the lateral stability analysis. For this, a theoretical model of the laminated composite beams is developed based on the first-order shear deformation beam theory. The present laminated beam takes into account the transverse shear and the restrained warping induced shear deformation. The second-order coupling torque resulting from the geometric nonlinearity is rigorously derived. From the principle of minimum total potential energy, the stability equations and force-displacement relationships are derived and the explicit expressions for the displacement parameters are presented by applying the power series expansions of displacement components to simultaneous ordinary differential equations. Finally, the member stiffness matrix is determined using the force-displacement relationships. In order to show accuracy and superiority of the beam element developed by this study, the critical lateral buckling moments for bisymmetric and monosymmetric I-beams are presented and compared with other results available in the literature, the isoparametric beam elements, and shell elements from ABAQUS.

• 국제초고층학회논문집
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• 제5권4호
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• pp.263-270
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• 2016

In this paper, the stability requirements for diagrid and mega braced structures are examined. The role of the secondary bracing system for the stability of a diagrid structure is discussed. A simple procedure is proposed for the design of the secondary bracing system when it is required. As a case study, the design of the Hearst Tower diagrid and its secondary bracing system are presented.

• Journal of applied mathematics & informatics
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• 제14권1_2호
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• pp.415-422
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• 2004

In this paper, we investigate the Hyers-Ulam stability and the super-stability of the functional equation f(x＋y＋rxy) = f(x)＋f(y)＋rxf(y)＋ryf(x) which is obtained by combining the additive Cauchy functional equation and the derivation functional equation.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2008년도 정기 학술대회
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• pp.380-385
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• 2008

3 DOFs model for the collision analysis of a bridge super-structure and a super-structure of the navigating vessels were proposed and analyzed. The collision event between the super-structure of vessel and the super-structure of bridge are different from the normal collision event that collided at sub-structure of bridge. Because of its moment arm, the stability force of vessel could affect to the collision behaviors. To consider this effect, 3 DOFs model including two translation DOFs and one rotational DOF were introduced. The restoration forces of the collision system were considered as nonlinear springs. The equations of motion were derived if form of differential equations and numerically solved by 4th order Runge-Kutta method. The accuracy and the feasibility of this model were verified by the numerical example with parameter of moment arm length.

• 대한원격탐사학회지
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• 제35권5_2호
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• pp.831-840
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• 2019

최근 장대교량의 경간장이 길어지면서 주탑간 거리(span)가 기존의 한계를 넘는 교량에 대해 초장대교량이라는 개념이 새롭게 제시되었다. 또한 장대교량의 구조가 복잡해지고, 안전성이 중요해지면서 시공 중 계측의 필요성이 더욱 커졌다. 하지만 장대교량에 기존 계측센서를 지속적으로 적용하는 데는 한계가 있다. 이에 기존 계측센서들의 한계를 보완하고자 위성항법시스템(GNSS: Global Navigation Satellite System)을 활용하기 위한 연구가 진행되고 있다. 본 연구는 최종적으로 2축경사계, 변형률계, 풍향풍속계와 GNSS를 혼용하여 초장대현수교의 거동 특성을 파악하고, 세부 모니터링 방법을 제시하고자 하였다. 이를 위해 GNSS를 이용하여 주탑의 절대좌표와 교축진행방향을 산출하였고, 장기거동을 분석하여 시공 직후 주탑의 영구 변위와 안정화 여부를 평가하였다. 또한 풍향이 대상교량의 거동에 미치는 영향을 수치적으로 나타냈으며, 이를 통해 대상교량의 거동특성을 분석하였다. 본 연구 결과, GNSS를 활용한 교량 계측은 분석 목적에 따라 데이터 처리가 용이한 것으로 나타났다. 또한, 초장대교량의 유지관리에 있어 기존의 계측센서와 GNSS을 활용한다면 각 계측 데이터의 오차 파악 및 보정을 통한 모니터링 시스템의 개선과 정확한 변위관측, 그리고 거동특성을 함께 파악하는 효과적인 모니터링 시스템을 구축 할 수 있다는 점을 확인할 수 있었다.

• 항공우주시스템공학회지
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• 제14권5호
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• pp.100-106
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• 2020

액체로켓엔진용 터보펌프는 작동 조건에서 캐비테이션 불안정성에 노출되며, 이는 터보펌프의 안정성에 영향을 미친다. 이를 확인하기 위해 터보펌프 조립체 시험 중 나타난 캐비테이션 불안정성의 특징을 살펴보았다. 시험 중 산화제펌프는 대표적인 캐비테이션 불안정성인 초조화 선회 캐비테이션과 부착 비대칭 캐비테이션에 노출되었다. 캐비테이션 불안정성이 발생되지 않는 조건에서 작동했던 연료펌프에서도 산화제펌프의 초조화 선회 캐비테이션에 의한 진동이 확인되었다.

• 한국염색가공학회지
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• 제32권2호
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• pp.103-110
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• 2020

Super engineering plastic(SEP) are applied to high performance and high value industries due to their excellent mechanical properties and high continuous operating temperature. Among them, PES and PEI are amorphous SEPs, and have the advantages of high flexibility, mechanical properties, transparency, and thermal stability. In this study, polyethersulfone(PES) and polyetherimide(PEI) fibers were manufactured to produce flame retardant artificial hair. PES and PEI fibers prepared through a melt-spinning process at a high temperature of 360 to 420℃. They are compared with commercial artificial hair by thermal gravimetric analysis(TGA), linear density, tenacity, and limited oxygen index(LOI) analysis. PES and PEI fibers have similar linear density and tenacity to commercial artificial hair, while their thermal stability and flame retardant are excellent. In particular, flame retardant was analyzed through LOI value and PES was 35.1%, which is superior to commercial artificial hair PET/Br(28.2%) and PET/P(20.2%). Therefore, PES and PEI are suitable as artificial hair for flame retardant.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2013년도 제45회 하계 정기학술대회 초록집
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• pp.239-239
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• 2013

For more than four decades, ion-sensitive field-effect transistor (ISFET) sensors that respond to the change of surface potential on a membrane have been intensively investigated in the chemical, environmental, and biological spheres, because of their potential, in particular their compatibility with CMOS manufacturing technology. Here, we demonstrate a new type of ISFET with dual-gate (DG) structure fabricated on ultra-thin body (UTB), which highly boosts sensitivity, as well as enhancing chemical stability. The classic ion-sensitive field-effect transistor (ISFET) has been confronted with chronic problems; the Nernstian response, and detection limit with in the Debye length. The super-coupling effects imposed on the ultra thin film serve to not only maximize sensitivity of the DG ISFET, but also to strongly suppress its leakage currents, leading to a better chemical stability. This geometry will allow the ISFET based biosensor platform to continue enhancement into the next decade.

• 국제초고층학회논문집
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• 제3권3호
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• pp.205-214
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• 2014

The super high rise building construction is characterized by a large quantity of engineering works and structural components, high demanding of construction technology and complex cross operations. As the height of super high rise building increases, the construction difficulties increase, it is challenging the steel structural building construction technology. In this paper, the key technologies in the construction of Chinese modern super high rise steel structure building have been studied. The innovative tower crane supporting frame suspension disassembly technology has been developed to allow the crane supporting frame to turnover in the air without occupying materials stockyard. A new self-elevating platform technique which is capable of striding over structural barriers has been developed. This new technology allows the platform to be self-elevated along variable cross section column with a maximum 600 mm size change. A new automatic submerged arc welding technology has also been developed to ensure the process continuity and quality stability of welding job on the construction site.