• 한국주거학회:학술대회논문집
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• 한국주거학회 2008년도 춘계학술발표대회 논문집
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• pp.399-404
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• 2008

The objective of this study is to develop the predicting method of concrete strength when remove concrete form-work without making cement test piece at construction site. For this purpose, this study catches the Maturity Method by using RFID, the usability of which is now being emphasized at site, accumulates and record the strength data, which can be gained with the results of existing Maturity Method method that is accompanied with strength estimation study, in database, and finally proposes the system structure which can check the estimated strength by Maturity Method. The merits of this method by using of Maturity Method are as follows; More objective, precise, and rapid decision can be made to the concrete strength and about the maintaining period of concrete form and form support. More efficient control of integrated material management system can be possible. Architectural field example using RFID can be suggested more concretely. RFID applicability can be extended by using DB of material integration management system.

• 한국도로학회논문집
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• 제7권1호
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• pp.83-92
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• 2005

성숙도는 비파괴시험으로 현장 콘크리트 강도를 시간과 온도의 함수로 추정하는 방법이다. 본 연구의 주목적은 실내실험에서 추정한 성숙도 곡선을 이용하여 whitetopping의 줄눈절삭과 교통개방의 시간을 결정하는 것이다. 또한 대기온도가 콘크리트 슬래브 온도와 성숙도에 미치는 영향을 평가하였고, 줄눈절삭과 교통개방시기를 결정하기 위해 성숙도 곡선을 개발하였다. i-button을 슬래브 내부에 설치하여 온도를 계측하였고, strain gauge를 이용하여 변위를 측정하였다. 실내실험에서 얻어진 성숙도 곡선을 이용하여 현장 압축강도를 예측한 결과, 현장 압축강도와 성숙도 곡선에서 예측된 압축강도와는 상당한 차이를 나타냈다. 이와 같은 결과는 현장의 양생조건, 대기온도, 풍속을 포함하는 여러 인자가 현장콘크리트 강도에 중요한 영향을 미치는 것으로 판단되었다. 여러 인자 중에서 대기온도의 변화에 따른 슬래브 온도와 성숙도 값에 미치는 영향을 평가한 결과, 대기온도는 슬래브 온도와 성숙도에 큰 영향을 미치는 것을 알 수 있었다. 특히 대기온도에 따른 성숙도 곡선의 기울기는 감소하였으며, 이는 대기온도가 감소함에 따라 성숙도 값이 급격히 감소하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제3권2호
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• pp.177-183
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• 1999

The major object of this study is to investigate experimentally the experimental equation by the non-destructive testing methods of ultrasonic pulse velocity, rebound number, combined method of ultrasonic pulse velocity and rebound number, maturity which are applicable to the evaluation of compressive strength of concrete at early ages. Also test result of mix are statistically analyzed to infer the correlation coefficient between the maturity and the compressive strength of concrete. The results show good application of Logistic curve for estimating strength development under various curing temperature. The relation between ultrasonic pulse velocity, rebound number, combined method of ultrasonic pulse velocity and rebound number and compressive strength of concrete have low correlation coefficient, but maturity method show good correlation coefficient.

• 콘크리트학회지
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• 제10권6호
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• pp.191-202
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• 1998

콘크리트의 강도발현을 양생온도와 재령의 함수로 나타내는 적산온도 방법은 시멘트 콘크리트의 강도추정에 폭넓게 사용되어 왔다. 본 연구에서는 열경화성인 불포화 폴리에스터 수지를 결합재로 한 경량 폴리머 모르터를 대상으로 하여 적산온도법에 의한 초기강도 추정방법을 구명하였다. 폴리머 모르터의 압축강도는 가사시간 및 강도발현성에 영향을 미치는 촉매 및 촉진제 첨가량을 변화시켜 실험하였으며, 또한 적산온도 이론식에 사용되는 기준온도를 산출하였다. 적산온도는 추정된 기준온도를 적용시킨 적산온도 이론식에의해 산출하였으며 경량폴리머 모르터의 압축강도는 적산온도-압축강도의 관계로부터 추정할 수 있었다. 이 연구에서 얻어진 적산온도법에 의한 경량 폴리머 모르터의 강도추정식은 열경화성 수지를 이용한 각종 폴리머 모르터나 콘크리트에도 적용가능할 것으로 판단된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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• pp.77-82
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• 1994

The maturity concept proposes that concrete of the same mix at the same maturity has the same strength, whatever combination of temperature and time makes up that maturity. Maturity is the integral of time and temperature of concrete above a datum temperature. Tests are conducted in order to determine a datum temperature and to measure compressive strengths and maturity of test specimens. This study also proposes some appropriate functions to represent the relationship between maturity and strength development.

• 산업경영시스템학회지
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• 제34권2호
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• pp.19-29
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• 2011

The uncertainty of a project generates risks hindering the goal achievement of the project, and the risks affect the success or failure of the project significantly. Risk management, a part of the project management, includes various processes, and there are also various tools or techniques applicable to that. In an organization, the application of project management develops gradually from low to high maturity, and the organization should choose and implement a method of application proper for the level of its maturity. This article suggests a method to reduce inefficiency of the management and how to apply risk management by levels of maturity for easier application. For this, the stages of project management maturity levels were divided into the introduction, development, and maturity step, and methods of risk management suitable for each stage were applied. And methods of risk management that need to be applied by the levels of project maturity are divided into three factors : risk management processes, risk management tools and techniques, and risk management standards and templates. It is expected to be favorable approaches for the application of risk management in an organization to divide those factors into more concrete processes, tools, techniques, and standards and apply them by the levels of management maturity.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제27권3호
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• pp.180-193
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• 2023

Approximating the implied volatilities and estimating the model parameters are important topics in quantitative finance. This study proposes an approximation formula for short-maturity near-the-money implied volatilities in stochastic volatility models. A general second-order nonlinear PDE for implied volatility is derived in terms of time-to-maturity and log-moneyness from the Feyman-Kac formula. Using regularity conditions and the Taylor expansion, an approximation formula for implied volatility is obtained for short-maturity nearthe-money call options in two stochastic volatility models: Heston model and SABR model. In addition, we proposed a novel numerical method to estimate model parameters. This method reduces the number of model parameters that should be estimated. Generating sample data on log-moneyness, time-to-maturity, and implied volatility, we estimate the model parameters fitting the sample data in the above two models. Our method provides parameter estimates that are close to true values.

• 한국경영과학회지
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• 제32권3호
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• pp.97-114
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• 2007

IT outsourcing providers has been expanded from a single functional system to the entire IT service to gain sustainable competitiveness. This new trend of IT outsourcing need outsourcing management capability based on a firm's core capacity. Hiring external IT service providers to manage part or all of its information-related services helps a firm focus on its core business and provides better services to its clients, thus obtaining sustainable competitive advantage. This research investigates the major factors that determine the level of a particular firm's success at IT outsourcing. Based on process innovation and core-competency theories, we identify three significant components of a firm's IT outsourcing management method (ITOMM): level of core-competency-based management, maturity of outsourced tasks, and maturity of outsourcing management. Comprehensive data collection was conducted through an outsourcing association. The survey data were analyzed using a structural analysis method. Maturity of outsourced tasks and maturity of outsourcing management were found to affect project performance directly, while level of core-competency-based management only indirectly impacted project performance through its positive impact on the other two ITOMM components.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 추계 학술논문 발표대회
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• pp.94-95
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• 2018

Prediction of compressive strength of concrete by Maturity Method is applied in construction site. However, due to the use of wired type high-priced equipment, economic efficiency and workability are falling. In this study, a newly developed concrete embedded wireless sensor is used to perform a mock-up test. Next, the concrete compressive strength of the Maturity Method is predicted using Saul and Plowman's function as measured temperature data. The predicted concrete strength at the beginning of the age was the actual strength and stiffness, but the error rate was less than 1% at 28th day.

• 한국건축시공학회지
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• 제2권4호
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• pp.177-182
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• 2002

The purpose of this study is to develope the strength prediction model by Maturity Method. A maturity function is a mathematical expression to account for the combined effects of time and temperature on the strength development of a cementious mixture. The method of equivalent ages is to use Arrhenius equation which indicates the influence of curing temperature on the initial hydration ratio of cement. For the experimental factors of this study, we selected the concrete mixing of W/C ratio 45, 50, 55 and 60% and curing temperature 5, 10, 20 and $30^{\circ}C$. And we compare and evaluate with logistic model that is existing strength prediction model, because we have to verify adaption possibility of new strength prediction model which is proposed by maturity method. As the results, it is found that investigation of the activation energy that are used to calculate equivalent age is necessary, and new strength prediction model was proved to be more accurate in the strength prediction than logistic model in the early age. Moreover, the use of new model was more reasonable because it has low SSE and high decisive factor.