• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2018년도 추계 학술논문 발표대회
• /
• pp.163-164
• /
• 2018

In this study, the adhesion performance of the adhesive between the concrete base and the fiber panel was verified through experiments. Attachment to all three types by applying adhesive to panel and attaching to CRC board surface, method of applying adhesive to CRC board surface by panel, method of applying adhesive on panel and CRC board surface respectively, As a result of the performance test, the adhesive strength of the panel attached to the panel on the CRC board after the application of the adhesive was highest on both the back surface of the panel and the surface of the CRC board.

• 설비공학논문집
• /
• 제3권4호
• /
• pp.276-285
• /
• 1991

The transient heat transfer characteristics in the radiant heating panel were predicted by numerical analysis. Thermal behaviors of panel, such as temperature distributions in panel and convective and radiative heat fluxes in panel surface with respect to time were obtained. Heating hours per day, rate of energy supplied and maximum temperature differences at panel surface were also compared for several important parameters. The performance and thermal comfort of heating panel were studied and compared for various operating and design conditions such as pipe pitch, pipe location, pipe diameter and flow rate of hot water for the purpose of producing useful data, which can be used for the test and decision of efficient operating condition of the conventional heating systems or the optimal design of the new panel heating systems.

• 한국항공우주학회지
• /
• 제33권4호
• /
• pp.35-40
• /
• 2005

압축하중을 받는 실린더형 구조물에 대한 보강방법으로는 스킨-스트링거, 격자보강 형상 등 여러 종류가 있다. 그 중 isogrid 형상은 정삼각형형태의 보강대가 반복되는 보강구조로서 여러 가지 조합하중 및 집중하중에 대한 대처능력이 우수한 보강구조이다.본 논문에서는 격자보강 구조 중 isogrid 구조에 대한 압축 좌굴시험 및 비선형 해석을 수행하였다. Isogrid 패널은 두께가 11.43 mm, 높이가 660 mm, 외경이 2.4 m이며 70도의 원호를 이루는 알루미늄합금 일체형 구조이다. 시편에 대한 압축 좌굴시험을 통하여 국부좌굴강도, 전체좌굴강도, 국부좌굴후의 거동 등을 확인하였다. 또한 MSC/MARC를 이용한 비선형 FEM 해석을 수행하여 구조시험 결과와 비교하였다. 해석 시에는 패널의 소성 가공 시 발생한 형상공차를 고려하였다. 시험결과와 해석결과는 좌굴하중 및 좌굴모드가 모두 비교적 일치하였다.

• 자원ㆍ환경경제연구
• /
• 제19권3호
• /
• pp.571-595
• /
• 2010

본 연구는 1971년~2007년까지 아시아 11개국에 대한 일인당 상대(relative per capita) $CO_2$배출량의 확률적 수렴성(stochastic convergence)을 검정하고 일인당 상대 GDP와의 환경쿠즈네츠곡선(Environmental Kuznets Curve: EKC)가설을 검정하고자 하였다. 본 분석을 위하여 다중의 내생적 구조변화(multiple structural breaks)를 허용하고 횡단면 주체간 의존성(cross-sectional dependence)을 고려하는 Carrion-i-Silvestre et al. (2005)의 패널정상성검정(panel stationarity test)과 Banerjee and Carrion-i-Silvestre (2006)과 Westerlund and Edgerton (2007)의 패널공적분(panel cointegration) 검정 방법 등을 사용하였다. 분석 결과 아시아 국가들에서의 일인당 상대 $CO_2$배출량에서 장기 그룹평균 수준으로 확률적 수렴이 이루어지고 있었고 일인당 상대 GDP와의 사이에 공적분관계가 성립하였지만 EKC 가설의 존재를 발견하지 못하였다. 경제성장 발전에 우선적으로 정책을 집행하고 있는 아시아 국가에서는 오염배출량 감소보다 증가하는 국가들의 영향력이 크게 나타나 EKC 가설이 성립하지 않는 것으로 나타났다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제23권3호
• /
• pp.75-82
• /
• 2019

아스팔트 콘크리트(AC) 궤도는 열차 하중에 의한 궤도 하부노반의 발생응력을 최소화하고, 적외선에 민감한 AC의 노출면적을 감소시켜 온도 영향에 따른 AC 도상의 소성변형을 줄일 수 있는 슬래브 패널 개발이 매우 중요하다. 본 연구에서는 형상 설계 및 실내성능시험을 통해 AC 궤도용 슬래브 패널을 개발하였으며, KRL-2012 표준열차하중 모델 및 KR-C코드에 의한 다양한 정적 하중조합에 따른 슬래브 패널에 작용하는 휨 인장응력 및 설계모멘트를 유한요소해석을 통해 구조 안전성을 검토하였다. 또한 AC 궤도용 슬래브 패널의 설계 적합성을 검증하기 위하여, EN 13230-2에 의거 슬래브 패널 주요 위치별로 정적 휨 강도 시험, 동적 휨 강도 시험을 수행하였다. 성능 시험 결과, AC 궤도용 슬래브 패널은 균열 하중 및 균열 확대 여부 등 유럽 표준에서 요구되는 성능 기준을 모두 만족하였다.

• Journal of Korea Trade
• /
• 제24권6호
• /
• pp.157-172
• /
• 2020

Purpose - This research empirically proves the extent to which export insurance promotes Korean exports to research object countries among New Southern countries. The outcome of this research will present implications for the operations of export insurance for exports to these countries. Design/methodology - For the empirical analysis, the export equation was composed using a basic gravity model. Based on this, the determinants of Korea's exports to research object countries were analyzed. In this study, a panel unit root test and panel cointegration test were conducted. As a result of the panel unit root test, it was confirmed that the variables of the panel data are not belonging to I(0), but to I(1). As a result of the panel cointegration test, it was established that there are long-term stable relationships among all variables. Accordingly, the gravity model was estimated using original data in order to reduce the information loss caused by the first difference, in spite of individual data belonging to I(1). Findings - For the estimated results of panel OLS, the estimated coefficient of short-term export insurance was 0.56-0.64, with statistically significant results at the significance level of 1%. In addition, for the analysis results of the random effect model, the estimated coefficient of short-term export insurance was 0.59-0.64%, with a statistically significant result at the 1% significance level. This could indicate that Korean export insurance has positive influences on export promotion to New Southern countries. Originality/value - The research implies that export insurance has a 4.1 to 4.7 multiplier effect in expanding exports to the New Southern countries for Korea. This research has intensively analyzed the effects of export insurance on the promotion of exports to a selected area by a government foreign economic policy, which is the originality and value of this paper.

• 한국정밀공학회지
• /
• 제21권10호
• /
• pp.94-101
• /
• 2004

This paper presents the development of a keypad test system for the improvement of working environment and productivity using PTC 16F877 microprocessor. In order to detect the fault of keypad products, hardware and software design is performed in this system. Keypad fault detection system is controlled by the 8 bit one chip PIC microcontroller for the exactness and speed. Developed panel of the keypad test system is comprised of the sub-panel for selecting in the inspected keypad types and the main panel f3r displaying the working order and fault position. Furthermore, all data from keypad inspection are stored in main memory of personal computer for the database. All these functions lead to the improvement of working speed and environment.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2014년도 추계학술대회 논문집
• /
• pp.823-826
• /
• 2014

The weight of soundproof panels is an important consideration in the design of both panels and supporting structures. The soundproof panels in noise barriers have to carry their net weight in wet condition respectively the reduced weight and also the weight of the above installed panels in wet condition without showing any failing. In this study, a compression test and a flexural test were performed to determine the maximum vertical load which a wood plastic composites (WPC) panel can bear. In addition, the maximum loading number and height of WPC panels in a noise barrier were calculated for full, simple, and continuous support conditions.

• 복합신소재구조학회 논문집
• /
• 제4권1호
• /
• pp.33-39
• /
• 2013

Structural insulated panels, structurally performed panels consisting of a plastic insulation bonded between two structural panel facings, are one of emerging products with a viewpoint of its energy and construction efficiencies. These components are applicable to fabricated wood structures. In Korea, there are few technical documents regulated structural performance and engineering criteria in domestic market. This study was conducted to identify fundamental performance of both monotonic load and quasi static cyclic load for SIPs in shear wall application. Static test results showed that maximum load was 44.3kN, allowable shear load was 6.1kN/m, shear stiffness was 1.23 M N/m, and ductility ratio was 3.6. Cyclic test was conducted by two kinds of specimens : single panel and double panels. Cyclic test results, which were equivalent to static test results, showed that maximum load was 45.42kN, allowable shear load was 6.3kN/m. Furthermore the accumulated energy dissipation capability for double panels was as 2.3 times as that for single panel. From performance of structural tests, it was recommended that the allowable shear load for panels was at least 6.1kN/m.

• 한국안전학회지
• /
• 제34권5호
• /
• pp.103-110
• /
• 2019

In order to reduce the accidents occurring at construction sites, it is necessary to approach with harmonious measures considering various aspects such as systems, training, facilities, and protection equipments. Suggestion of safe construction method can be a good alternative. In the previous study, the half-depth precast deck with RC rib panel was proposed as an alternative method for safe bridge deck construction, and the performance required by the design code was verified through a four-point bending test. But the actual bridge deck is subjected to the repetitive action of the wheel load rather than the bending condition due to the four-point load. In this study, fatigue test was performed by repeating the wheel load $2{\times}10^6$ cycles to verify the safety of the half-depth precast deck with RC rib panel under actual conditions. As a result, fatigue effect due to repetition of wheel load was not significant in terms of serviceability such as crack width and deflection. In the residual strength test conducted after the fatigue test, the half-depth precast deck with RC rib panel failed by punching shear which is typical failure mode of bridge decks and the residual strength was similar to the punching strength of the RC and PSC bridge decks in spite of the fatigue effects.