• 한국구조물진단유지관리공학회 논문집
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• 제16권3호
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• pp.84-91
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• 2012

본 연구는 케이블 파단이 콘크리트사장교의 동적거동에 미치는 영향을 강합성사장교에 대한 것과 비교하여 검토하는데 그 목적이 있다. 이를 위해, 강합성사장교를 대상으로 시간이력함수를 이용한 케이블 파단을 모사하는 적합한 해석기법을 검토하고, 동적확대계수를 평가하였다. 콘크리트사장교에서 계산된 동적확대계수를 설계기준을 기반으로 강합성사장교에 대한 것과 비교 검토하였다. 그 결과, 동적확대계수에 대한 현행 설계기준이 전반적으로 신뢰할 수 있는 것으로 판단되며 콘크리트사장교의 경우 동적확대계수 값이 강합성사장교에 비해 상대적으로 상승되는 경향을 보이나 설계기준을 만족한다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 추계학술대회 논문집
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• pp.1353-1359
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• 2004

There are many massive components added on the railway overhead-line. These components cause larger fluctuations of contact forces, which are due to wave reflections and Doppler effects when a high-speed train passes those. In this paper, mathematical formula are derived for the relation between the added mass and contact force fluctuations. Using the derived formula, we calculate a added mass on the overhead-line which cause amplification factor to become 2.5. German design practice requires that amplification factor due to the wave reflection should be less than 2.5 to obtain good current collection performance. To show the validity of the formula, simulation results are compared with the calculation results. Simulation results showed that contact force fluctuations grow rapidly when an added mass is larger than the calculation result. Therefore, the simple form of formula can be used for estimating maximum added mass not to cause large fluctuations of contact forces in early design phase.

• Earthquakes and Structures
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• 제17권1호
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• pp.75-89
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• 2019

The paper presents experimental and numerical studies carried out on low-rise RC frames, typically found in developing countries. Shake table tests were conducted on 1:3 reduced scaled two-story RC frames that included a code conforming SMRF model and another non-compliant model. The later was similar to the code conforming model, except, it was prepared in concrete having strength 33% lower than the design specified, which is commonly found in the region. The models were tested on shake table, through multiple excitations, using acceleration time history of 1994 Northridge earthquake, which was linearly scaled for multi-levels excitations in order to study the structures' damage mechanism and measure the structural response. A representative numerical model was prepared in finite element based program SeismoStruct, simulating the observed local damage mechanisms (bar-slip and joint shear hinging), for seismic analysis of RC frames having weaker beam-column joints. A suite of spectrum compatible acceleration records was obtained from PEER for incremental dynamic analysis of considered RC frames. The seismic performance of considered RC frames was quantified in terms of seismic response parameters (seismic response modification, overstrength and displacement amplification factors), for critical comparison.

• 대한토목학회논문집
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• 제9권2호
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• pp.1-10
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• 1989

본 연구에서는 열차가 일정한 속도로 주행할 때 트러스교에 얼어나는 동적응답을 구해보았다. 해석은 Householder 변환과 QL법을 이용하여 고유치해석을 실시한 후 이를 토대로 모든중첩법에 의해 동적응답을 구했으며, 이것의 타당성을 밝히기 위해서는 먼저 아주 느린 속도로 하중이 주행할 때 얻어지는 응답을 정적해석프로그램에 의한 결과치와 비교하였고, 동적응답은 직접 적분법에 의한 결과 치와 비교해 보았다. 그리고 이를 토대로 열차의 속도와 형태의 변화에 따른 동적확대계수의 변화를 살펴보았으며, 또한 그것들을 시방서 규정과 비교해 보았다. 그 결과 열차의 속도가 낮은 경우 동적확대계수는 열차의 형태에 관계없이 비교적 낯은 값이 있었으나 속도가 높아질수록 형태에 따라 크게 다르고, 전도차 및 U. I. C. 하중의 경우는 그값이 시방서 규정을 초과하는 경우도 있음을 알수 있었다.

• 한국해양바이오학회지
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• 제1권2호
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• pp.119-125
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• 2006

어류의 insulin-like growth factor-I (IGF-I)의 생화학적 작용기작을 연구하기 위하여 한국산 조피볼락의 IGF-I cDNA 유전자 cloning을 행하였다. 완전한 cDNA 유전자 염기서열은 PCR과 RACE 방법을 통하여 얻어진 DNA로부터 결과를 얻을수 있었다. 결정된 IGF-I의 염기서열은 flounder, chinook salmon, human IGF-I의 염기서열과 비교한 결과 각각 93.6%, 90.7%, 85.4%의 높은 상동성을 보였다. 생화학적으로 활성이 있는 재조합 IGF-I을 얻기 위하여 IGF-I의 B-C-A-D domain 부분을 PCR로 얻은 뒤 E. coli BL21(DE3)에 넣어 overexpression 시켰다. Ni-NTA colummn을 사용하여 순수한 재조합 단백질을 정제할수 있었다. 정제된 단백질은 SDS-PAGE 상에서 7 kDa의 단일 band를 보여 주었으며 [$^3H$]-thymidine 결합정도를 측정하는 방법으로 활성을 가지고 있음을 확인할수 있었다.

• 한국생물공학회:학술대회논문집
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• 한국생물공학회 2001년도 추계학술발표대회
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• pp.771-774
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• 2001

NADPH has been known as a regulating factor the biosynthesis of polyhydroxyalkanote(PHA), and the flux of NADPH for PHA biosynthesis could be enforced by the amplification of zwf gene encoding glucose 6-phosphate dehydrogenase. The recombinant plasmid pCZWF harboring PHA synthase, phbC from R. eutropha and zwf from E. coli were constructed, and were transformed to R. eutropha by electroporation. The biosynthesis of P(3HB-3HV) copolymer were carried out in transformant R. eutropha through the two-stage cultivation method using valerate as a precursor. The biosynthesis rate and PHA content of transformant R. eutropha harboring pCZWF were increased compared with transformant R. eutropha harboring only phbC. Especially, the molar fraction of 3HV was increased from 68% to 74% due to amplification of zwf gene. And the biosynthesis P(3HB-3HV) and P(3HB-4HB) carried out using propionate and ${\gamma}-butyrolactone$ as a precursor, respectively. But the rate, content, and molar fraction of biosynthesis copolymers were not influenced appreciably. This may be due to the reduced availability of NADPH.

• 한국레이저가공학회지
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• 제10권1호
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• pp.11-17
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• 2007

We presented the proper laser processing conditions for the capillary line marking, which could be applied for the fabrication of injection needles. With changing the parameters such as lamp current, duty cycle and beam amplification factor of beam expander, we evaluated the processing performance considering amount of dross, processing efficiency and processed linewidth in the sample. We could carry out the proper line marking at the condition of 70% lamp current, duty cycle of 7-10% and 6-times amplification of beam diameter. To perform efficient line processing, the utilization of duty cycle of 12% at 80% lamp current was also preferred.

• 한국항만학회지
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• 제5권1호
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• pp.71-81
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• 1991

This study deals with the analytical and numerical solution for the combined wave reflection and diffraction near the impermeable rigid upright breakwater, subject to the excitation of a plane simple harmonic wave coming from infinity. Three cases are presented : a) the analytical solution near a thin semi-infinite breakwater, b) the analytical solution near the semi-infinite breakwaters of arbitrary edge angles, $30^{\circ},\;45^{\circ},\;and\;90^{\circ}$, c) the numerical solution near a detached thin breakwater the results are presented in amplification factor and wave height diagrams. Moreover, the amplification factors near the structure(2 wavelength before and behind the structure) are compared for the given cases. A finite difference technique for the numerical solution was applied to the integral equation obtained for the wave potential.

• 한국인터넷방송통신학회논문지
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• 제16권4호
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• pp.15-20
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• 2016

플래시 메모리는 초소형 전자기기부터 미디어 서버에 이르기까지 현대의 다양한 시스템에서 스토리지로 활용되고 있다. 플래시 메모리의 쓰기 증폭 (Write Amplification)은 가비지 컬렉션에서 발생하는 것으로 불규칙적인 성능의 주요 원인으로 지적되고 있다. 갑작스러운 속도지연은 실시간성 미디어를 위한 스토리지 시스템에서 치명적인 단점이 될 수 있다. 본 논문은 비휘발성램을 플래시 메모리 스토리지의 버퍼캐시로 사용하고 두 계층 간의 협동적 데이터 관리를 통해 플래시 메모리의 쓰깆 WAF를 절감하는 기법에 대해 제안한다. 비휘발성램에 캐쉬된 데이터는 플래시 메모리에서 가비지 컬렉션 수행 시 복사하지 않도록 한다. 이것은 복사되는 페이지의 수를 감소시켜 스토리지의 성능 및 내구성을 향상시킨다. 제안된 기법은 ssdsim 시뮬레이터에 구현되었으며 WAF와 응답시간의 표준편차를 각각 51.4%와 35.4% 개선할 수 있음을 보인다.

• Earthquakes and Structures
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• 제10권5호
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• pp.1213-1232
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• 2016

This paper investigates the response of nonstructural components in the presence of nonlinear behavior of the primary structure considering the near-fault pulse-like ground motions. A database of 81 near-fault pulse-like ground motions is used to examine the effect of these ground motions on the response of nonstructural components. For comparison, a database of 573 non-pulse-like ground motions selected from the PEER database is also employed. The effects of peak ground velocity (PGV), maximum incremental velocity (MIV), primary structural degrading behavior and damping of nonstructural components are evaluated and discussed statistically. Results are presented in terms of amplification factor which quantifies the effect of inelastic deformations of the primary structure on subsystem responses. The results indicate that the near-fault pulse-like ground motions can significantly increase the amplification factors of nonstructural components with primary structural period and the magnitude of increase can reach 17%. The effect of PGV and MIV on amplification factors tends to increase with the increase of primary structural ductility. The near-fault pulse-like ground motions are more dangerous to components supported by structures with strength and stiffness degrading behavior than ordinary ground motions. A new simplified formulation is proposed for the application of amplification factors for design of nonstructural components for near-fault pulse-like ground motions.