• Journal of the Korean Society for Nondestructive Testing
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• v.20 no.1
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• pp.38-45
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• 2000

In this research, MFL technique has been studied for the inspection of storage tank floor. The reference specimens having 20%, 40%, 60% and 80% slot's are fabricated using the carbon steel plates of a 6mm and 10mm thick. Powerful permanent magnets and Hall effect sensors are used to this application. It is shown that our system is able to detect metal loss like a slot. Also, it is possible that slot diameter is measured using transverse type of Hall generator. It is demonstrated that MFL can not differentiate between the response from top side and bottom side slot. Flux leakage response from a bottom side indication is significantly lower in amplitude than that from an equivalent top side slot. It is essential to know this sensor lift-off distance because the MFL signal also changes considerably with the sensor lift-off distance.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.2
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• pp.733-740
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• 2010

This study was carried out examine the difference in the quality of CPR between knee protection and no knee protection when CPR is performed with mannequin on the floor covered with laminated paper. Subjects of the research were 48 experimental group and 56 control group who were college students in G province and U metropolitan city and completed AHA BLS Provider Course from Apr. 20 to Nov. 15, 2009. This study made knee pad(material: polyester 100%, thickness: 2.5cm, width 16cm${\times}$length 17cm) to protect knee for experimental treatment and measurement of CPR quality was connected with Resusci Anne(Leardal, Norway) mannequin and the results of CPR were recorded with Resusci Anne $Skillreporter^{TM}$(Leardal, Norway). Collected data were analyzed by SPSS/PC+(version 14.0). In conclusion, knee protection in CPR on the floor covered with laminated paper showed higher quality of CPR than that of no knee protection regardless of sex, height and weight.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.11
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• pp.6898-6905
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• 2014

A stress ribbon bridge is a PSC structure that behaves as a reverse arch structure due to post-tensioned thin deck of the catenary type. In foreign countries, the stress ribbon bridge is recognized as the minimum destruction of nature and beautiful bridge, and has many construction examples as pedestrian and car bridges. On the other hand, there have been few studies in Korea. In this study, the FE Analysis model was established for different construction stages considering the nonlinear and time-dependent behaviors. The FE model was verified by a comparison with the numerical results and the behavior was analyzed for the different construction stages.

• ETRI Journal
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• v.14 no.1
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• pp.40-51
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• 1992

$0.25{\mu} m$ 급 pMOSFET소자를 구현하기 위해, $P^+$ 폴리실리콘을 적용한 pMOS를 제작하였으며, $p^+$ 폴리실리콘 게이트 소자에서 심각하게 문제가 되고 있는 붕소이온 침투현상을 조사하고 붕소이온 침투가 일어나지 않는 최적열처리온도를 조사하였다. 소자제조 공정중 게이트 공정만 전자선 (EBML300)을 이용하여 직접묘사하고 그 이외의 공정은 stepper(gline) 을 사용하는 Mix & Match 방법을 사용하였다. 또한 붕소이온 침투현상을 억제하기 위한 한가지 예로서, 실리콘산화막과 실리콘질화막을 적층한 ONO(Oxide/Nitride/Oxide) 구조를 게이트 유전체로 적용한 소자를 제작하여 그 가능성을 조사하였다. 그 결과 $850^{\circ}C$의 온도와 $N_2$ 분위기에서 30분동안 열처리 하였을 경우, 붕소이온의 침투현상이 일어나지 않음을 SIMS(Secondary Ion Mass Spectrometer) 분석 및 C-V(Capacitance-Voltage) 측정으로 확인할 수 있었으며 그 이상의 온도에서는 붕소이온이 침투되어 flat band전압(Vfb)을 변화시킴을 알았다. 6nm의 얇은 게이트 산화막 및 $0.1{\mu} m$ 이하의 LDD(Lightly Doped Drain) $p^-$의 얇은 접합을 형성함으로써 소자의 채널길이가 $0.2 {\mu} m$까지 짧은 채널효과가 거의 없는 소자제작이 가능하였으며, 전류구동능력은 $0.26\muA$/$\mu$m(L=0.2$\mu$m, V$_DS$=2.5V)이었고, subthreshold 기울기는 89-85mV/dec.를 얻었다. 붕소이온의 침투현상을 억제하기 위한 한가지 방법으로 ONO 유전체를 소자에 적용한 결과, $900^{\circ}C$에서 30분의 열처리조건에서도 붕소이온 침투현상이 일어나지 않음으로 미루어 , $SiO_2$ 게이트 유전체보다 ONO 게이트 유전체가 boron 침투에 대해서 좋은 장벽 역활을 함을 알았다. ONO 게이트 유전체를 적용한 소자의 경우, subthreshold특성은 84mV/dec로서 좋은 turn on,off 특성을 얻었으나, ONO 게이트 유전체는 막자체의 누설전류와 실리콘과 유전체 계면의 고정전하량인 Qss의 양이 공정조건에 따라 변화가 심해서 문턱전압 조절이 어려워 소자적용시 문제가 된다. 최근 바닥 산화막(bottom oxide) 두께가 최적화된 ONO 게이트 유전체에 대하 연구가 활발히 진행됨을 미루어, 바닥 산화막 최적화가 된다면 더 좋은 결과가 예상된다.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.19 no.1
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• pp.25-32
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• 2009

The glass-ceramics composed of coal bottom ash produced from a thermal power plant, $Na_{2}O$ and $Li_{2}O$ as a flux agent and $TiO_2$ as a nucleation agent were fabricated and its microstructures were analyzed. The nepheline was a major crystal phase in the glass-ceramics fabricated and its amount increased with $TiO_2$ addition. The glass-ceramics without $TiO_2$ addition had the thick surface crystals induced by a surface-crystallization mechanism and no crystal in the interior matrix. The surface crystallization, however, was restrained and the interior matrix was completely crystallized showing dendrite shape spread with fine particles < $1{\mu}m$ when added with $TiO_2$ above 4 wt%. For the glass-ceramics containing 6 wt% $TiO_2$, the $5{\mu}m$-long dendrite crystal; were interlocked each other which could suppress the crack propagation effectively at the external loading applied.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.16 no.3
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• pp.237-250
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• 2003

Since an orthotropic steel deck bridge has large number of design variables and shows complex structural behavior, it would be very difficult and impractical to directly use a Conventional Single Level (CSL) optimization algorithm for its optimum design. Thus, in this paper, an Improved Multi Level Design Synthesis (IMLDS) optimization algorithm is proposed to improve the computational efficiency. In the proposed IMLDS algorithm, a coordination method is introduced to divide the bridge into main girders and orthotropic steel deck with preserving the characteristics of the structural behavior. For an efficient optimization of the bridge, the IMLDS algorithm incorporates the various crucial approximation techniques such as constraints deletion, Automatic Differentiation (AD), stress reanalysis, and etc. In the case of orthotropic steel deck system, optimum design problems are characterized by mixed continuous discrete variables and discontinuous design space. Thus, a modified Genetic Algorithm (GA) is also applied to optimize discrete member design for orthotropic steel deck. From the numerical example, the efficiency and convergency of the IMLDS algorithm proposed in this paper is investigated. It may be positively stated that the IMLDS algorithm will lead to more effective and practical design compared with previous algorithms.

• Journal of Korean Society of Steel Construction
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• v.19 no.3
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• pp.247-258
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• 2007

This paper describes the results of an experimental study on the new type of encased composite beams that use deep deck plates, which could reduce the story height of buildings by controlling the bottom flange of steel beams. The profiled steel beam was thus developed. It was advantageous to the long span of the buildings. Seven full-scale specimens were constructed, and simply supported bending tests were conducted on the encased composite beams with different steel plate thicknesses, with and without shear studs, reinforcing bars, and web openings. The test results showed that the encased composite beams that were developed in this study had sufficient composite action without additional shear connectors due to their inherent shear-bond effects between the steel beams and concrete.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.4
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• pp.99-106
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• 2011

This study performed research for improvement on basic concept of PBD applying suitable design method before and after LB-DECK composition. According to study, in this case, before composition, it can reduce minuteness cracks by increasing bending tensile strength utilizing polymer concrete, can expect sensuous effect, improve durability as to low permeability, and was evaluated that can reduce covering depth according as it. Also, because LB-DECK baseplate that apply the empirical design method composite is superior load resistance ability than general baseplate, safety is increased, it is expected to secure constructibility and economic performance at the same time because reinforcement arrangement method and reinforcement amount are fixed even if span effective span is increased at ultimate strength design method application.

• Journal of Sensor Science and Technology
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• v.8 no.3
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• pp.226-231
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• 1999

Pyroelectric infrared sensors have been fabricated using P(VDF/TrFE) film with pyroelectric effect. The weight percent and thickness of the poled P(VDF/TrFE) film are 75/25 percent and $25\;{\mu}m$ respectively. For easier fabrication and connection method new top and bottom electrodes design was adapted for human body detecting pyroelectric infrared sensor. An aluminum infrared absorption electrode and bottom electrode were deposited by thermal evaporator. And the device was mounted in TO-5 housing to detect infrared light of $5.5{\sim}14\;{\mu}m$ wavelength. The responsibility, NEP (noise equivalent power) and specific detectivity $D^*$ of the device were $9.62{\times}10^5\;V/W$, $3.95{\times}10^{-7}\;W$ and $5.06{\times}10^5\;cm/W$ under emission energy of $13\;{\mu}W/cm^2$ respectively.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.2A
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• pp.149-159
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• 2010

This paper presents an experimental study on the structural behavior of composite CFT truss girder bridge with full depth precast panels. The length of span is 20,000 mm. The CFT truss girder is a tubular truss composed of chord members made of concrete-filled and hollow circular tubes. To determine fundamental structural characteristics such as the strength and deformation properties of composite CFT truss girder bridge, static and dynamic tests were conducted. The natural frequencies calculated by the FEM are in good agreement with experimental results obtained from dynamic test. Bracing have only a small effect on the natural frequencies of composite CFT truss girder bridge as indicated by the FEM results. The yield strength and deformation of the composite CFT truss girder bridges were investigated through a static bending test. Besides, the test results showed that uniform distribution of shear connectors can be applicable in composite CFT truss girder bridges.