• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.6
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• pp.283-290
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• 2021

Survival analysis was used to determine whether there are differences in the impact of trade payables on business failure according to the size of the company. A total of 41,781 firms from 1999 to 2019 were analyzed. The analysis period was divided into the entire period and before and after the financial crisis. The trade payable ratio is a proxy variable. The increase in trade payables over the entire period increases the possibility of business failure of Small and Medium Enterprises (SMEs). However, in large firms, a significant relationship between the increase in the trade payable ratio and the possibility of corporate failure could not be confirmed. Second, in SMEs during the sub-periods of 1999-2007 and 2009-2019, it was found that an increase in trade payables acts as a factor that increases the possibility of corporate failure. However, in large corporations, the increase in trade payables in the period from 2009 to 2019 has been shown to reduce the rate of failure. An increase in trade payables is recognized as the active development of business activities or the active use of interest-free debt. Therefore, it was confirmed that the impact of trade payables on corporate failure differs depending on the size of the company.

• Journal of the Korea Concrete Institute
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• v.24 no.4
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• pp.445-452
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• 2012

In this study, experimental research was carried out to evaluate the structural performance of the reinforced concrete beam using strengthening materials (embedded FRP rod, metal fittings) in existing reinforced concrete buildings. Seven reinforced concrete beams comprised of retrofitted embedded FRP rod (BCR series), embedded FRP rod with metal fittings (BCR-AC series), and standard specimen (BSS) were constructed and tested under monotonic loading. Design parameters of test specimens were amount of embedded FRP rod and metal fittings. The test results showed that the maximum load carrying capacity of specimens with embedded FRP rod (BCR series) and embedded FRP rod with metal fittings (BCR-AC series) increased by 21~55% and 21~63%, respectively, in comparison with the standard specimen BSS. BCR series test specimens failed by the adhesion slip and concrete cover separation. BCR-AC series test specimens failed by the adhesion slip due to the confining effect of metal fittings.

• Journal of the Korea Concrete Institute
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• v.23 no.5
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• pp.675-682
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• 2011

Recently, in retrofit of RC structures using FRP (Fiber Reinforced Polymer), researches about Near-Surface-Mounted Rertofit (NSMR) method have been widely performed. In NSMR, FRP bar is normally inserted in the slit formed in the cover concrete and then bonded by using epoxy mortar. In this paper, the bond characteristic of NSMR using FRP plate instead of bar was studied experimentally. Fracture behavior is observed from bond test using the parameters of embedment length, shear key, and FRP plate layer. In addition, an equation to predict the splitting strength of NSMR using FRP is proposed using the test result. The results showed that when the longer embedment length and more layers of FRP are used, the higher bond strength is achieved. There was a good co-relationship between the test and calculated results using the proposed equation.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.6
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• pp.89-96
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• 2008

The purpose of this study is to investigate the flexural strengthening effectiveness for the beams reinforced with NSM CFRP strips. To accomplish this objective, concrete T beams were made and tested. From this study, it is found that the flexural stiffness and strength of the beams reinforced with NSM strips were significantly improved compared to the beams without CFRP strip. The maximum increase of flexural strength was 247%. Failure of the beam reinforced with NSM was initiated by a part of separation of NSM strips along the longitudinal direction, and the second failure of strips was investigated. After the first rupture of the NSM strips, the load dropped suddenly and the second rupture was succeeded. This result shows that a perfect composite reaction with NSM strips and concrete is possible in the beam reinforced with NSM CFRP strips the NSM strips and Near surface mounted(NSM) is one of the most recent and promising strengthening techniques for reinforced concrete structures.

• 주택과사람들
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• s.202
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• pp.40-41
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• 2007

정부는 민간 택지 아파트 분양가 상한제의 택지비 산정 기준을 감정 평가액을 기준으로 하되, '1.11 대책' 이전 매입 가격을 인정키로 했다. 하지만 건설 업계는 택지 매입이 어려운 서울.수도권에서 실제 매입액이 감정가보다 높기 때문에 크게 반발하고 있다. 이에 대해 알아본다.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.858-859
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• 2011

고성능과 고효율 전동기인 매입형 영구자석 동기기에 사용되고 있는 희토류계 영구자석은 높은 가격과 수급 문제로 인해 최근 이슈화 되고 있다. 희토류계 영구자석을 대체하여 페라이트 영구자석을 적용할 수 있지만 낮은 잔류자속밀도로 인해 고출력을 얻을 수 없다는 문제점이 있다. 그러나 최근 높은 잔류자속밀도를 가진 고밀도화 페라이트 자석이 출시되면서 이를 적용한 매입형 영구자석 동기기의 특성을 해석할 필요성을 가지게 되었다. 본 논문에서는 고밀도화 페라이트 자석을 이용한 매입형 영구자석 동기기의 특성 해석을 하였다. 특히 영구자석의 재질 변경으로 인해 동기기의 토크와 토크 리플의 변화를 비교하고 코깅 토크에 의한 변화도 비교하였다. 또한 매입형 회전자내에 영구자석의 형상을 1층 및 3층으로 적용하여 구조에 따른 해석을 통해 특성을 비교함으로서 고밀도화 페라이트 자석의 효율적인 적용을 얻기 위한 회전자 구조를 선택하고자 한다. 또한 이를 통해 고밀도화 페라이트 자석의 적용 가능성을 예측하고자 한다.

• The Korean Journal of Financial Management
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• v.18 no.2
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• pp.193-213
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• 2001

자사주 매입에 대한 선행연구는 대부분 그 분석기간이 10일 또는 20일에서 길어도 3개월을 초과하지 않는다. 그러나 투자자들의 공시에 대한 믿음의 수정은 이익발표 등과 같은 추가적인 정보가 나올 때에 이루어질 가능성이 더 크며 이러한 정보들이 자사주매입 공시 후 20여일 후에 나올 가능성은 더 크다고 할 수 있다. 외국의 선행연구에서도 공시후 주가추이분석은 $1{\sim}5$년을 측정기간으로 하고 있으며 동 기간동안에 추가적인 주가상승이 있음을 보고하고 있다. 본 연구에서는 기존의 연구와 달리 표본기간과 표본수를 확대하고 주가반응을 살피는 기간을 연장하여 자사주매입 공시의 정보효과에 대해 검증하였다. 검증 결과 기존의 연구나 실무계에서 주장하는 공시 후 20여일 동안의 주가상승은 자사주매입의 정보신호효과로 인한 것이라는 증거를 찾을 수 없으며, 주가의 상승 자체도 일반적인 현상이 아니라 특정한 연도(주가하락이 극심했던 1997년도)에 국한된 현상임을 확인하였다. 그러나 특정연도에 추가적인 주가상승이 발생한 이유에 대해서는 명확한 결론을 내 릴 수 없었다. 또한 자사주매입으로 인한 주가의 추가 상승은 단기적인 현상이 아니라 매우 장기적인 현상일 것이라는 점에 착안하여 분석기간을 공시 후 80여일로 늘려서 분석을 실시한 결과 정보신호효과와 관련된 변수가 유의적인 값을 가지기 시작하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.4
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• pp.1307-1315
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• 2014

This study aims to analysis of determinants of the residents satisfaction of purchased rental housing and currently being implemented policy of supporting low-income families are empirically evaluated through the residential evaluation of purchased rental housing residents. Purchased rental housing users are possible to live in currently residing community consistently, have advantages for fewer problems of the phenomenon of social isolation, exclusion and preventing slumism of low-income families, are expected to increase in the future. First of all, the characteristics of residential environment, housing expenses and a head of household were examined for the residential environment evaluation of the residents of purchased rental housing, on the basis of this, the characteristics of internal and external house and residential location are examined each for the determinants of the residential environment satisfaction of purchased rental housing. The variables that affect residential satisfaction according to residential location are public facilities, educational facilities and welfare facilities respectively. In particular, the higher the satisfaction of access to welfare facilities, the higher the satisfaction of residential location of purchased rental housing was analyzed. The variables affecting the residential satisfaction according to the internal and external characteristics of house are significant in window status, cracking, heating facilities, housing scale and management.

• Journal of the Korean Geosynthetics Society
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• v.12 no.4
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• pp.99-107
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• 2013

In order to investigation Lateral bearing capacity of bored-precast pile, we carried out the analysis of the relationship between Lateral load and horizontal displacement using the result of horizontal pile load test. The six piles injected cement milk of 50%, 70% and 100% of the embedded length of pile were used in the horizontal pile load test. The horizontal displacement, yielding load and horizontal bearing capacity are mainly affected by The injecting ratio of cement milk (injected length of cement milk/embedded length of pile). As the injecting ratio of cement milt is increased, the starting point of horizontal displacement in piles become close to the ground surface and the amount of horizontal displacement is decreased. Also, the horizontal bearing capacity and yielding load are highly increased with increasing the ration of cement milk. The horizontal bearing capacity and yielding load of bored pile with 1 of cement milk ratio are about two or three times those of pile with 0.5 of cement milk ratio.

• Journal of the Korean GEO-environmental Society
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• v.2 no.4
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• pp.51-61
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• 2001

A series of model tests and analyses by load transfer function were performed to study load-settlement behaviour with relative compaction ratio of soil and embeded depth of pile. In the model tests, embeded depth ratio(L/D) of pile were installed 15, 20, 25 and relative compaction of soil(RC) is 85%, 95% and then cement were injected at around perimeter of pile. For analysis of embedded pile, the paper were compared results of model tests with analysis results by Vijayvergiya model and Castelli model, Gwizdala model of elastic plasticity-perfect plastic model and then the fitness load transfer mechanism was proposed to predict load-settlement behaviour of embeded pile. The analysis results of predicted bearing capacity by load transfer function, ultimate bearing capacity of embeded pile were approached to measured value and behaviour of initial load-settlement curve were estimated that load transfer function by Castelli were similar to measured value. The result of axial load analysis of bored pile shows that skin friction estimated by load transfer mechanism is investigated more a little than that of measured values.