• The Journal of the Korea institute of electronic communication sciences
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• v.18 no.1
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• pp.107-114
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• 2023

This study described a method of designing and implementing an artificial intelligence-based learning model for predicting the usage of building members. Artificial intelligence (AI) is widely used in various fields thanks to the development of technology, but in the field of building information management (BIM), the case of utilizing AI technology is very low due to the specificity of the data in the field and the difficulty of collecting big data. Therefore, AI problems for BIM were discovered, and a new preprocessing technique was devised to solve the specificity of data in the field. An artificial intelligence model was implemented based on the designed preprocessing technique, and it was confirmed that the accuracy of predicting the construction component usage of the implemented artificial intelligence model is at a level that can be used in the actual industry.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.17 no.4
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• pp.459-467
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• 2004

This paper presents an efficient reanalysis algorithm, named PRAS (Partial Reanalysis algorithm using Adaptable Substructuring), for the partially changed structures. The algorithm recalculates directly any displacement or member force under consideration in real time without a full reanalysis in spite of local changes in member stiffness or connectivity_ The key procedures consists of 1) partitioning the whole structure into the changed part and the unchanged part, 2) condensing the internal degrees of freedom and forming the unchanged part substructure, 3) assembling and solving the new stiffness matrix from the unchanged part substructure and the changed members.

• Proceedings of the Korean Information Science Society Conference
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• 2001.04a
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• pp.619-621
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• 2001

현재 JDBC를 통한 웹 어플리케이션의 제작은 데이터베이스 커넥션에 대한 관리 기능의 부재, 다중 데이터베이스에 대한 효율적인 접근 방법의 부재, 예외 처리(try…catch) 구문의 부담, 질의 결과(ResultSet)에 대한 subset을 처리 방법의 어려움이 존재하는 JDBC의 한계로 인해 개발에의 상당한 까다로움과 고려해야 할 사항이 다수 존재한다. 본 논문에서는 이러한 어려움을 해결함과 동시에 개발비용과 개발 시간을 단축하고 사용자 요구에의 응답 시간을 최소화할 수 있는 데이터베이스 connectivity를 위한 컴포넌트를 설계하고 그것을 구현한다. 본 컴포넌트는 다중 데이터베이스를 지원하고, 데이터베이스에 대한 커넥션을 관리하며 JDBC 드라이버의 등록과 로딩을 관장하며, 예외 상황을 내부적으로 처리하고 ResultSet을 효율적으로 다룰 수 있는 기능 및 다중 생성자 권한으로 관련 테이블에의 접근 용이성을 제공한다. 본 컴포넌트를 이용한 웹 어플리케이션을 제작에 필요한 코드의 양은 그렇지 않았을 때에 비해서 약 30%의 절감 효과가 있다. 더불어, 디버깅에 필요한 시간을 최소화 할 수 있어 개발해서 약 30%의 절감 효과가 있다. 더불어, 디버깅에 필요한 시간을 최소화 할 수 있어 개발 기간을 약 2/3 수준으로 단축할 수 있으며 시스템 성능 향상에 도움을 준다. 이것은 실제 프로젝트(한국통신 웹사이트-www.kt.co.kr-, 존슨앤존슨 웹사이트-www.cleanandclear.co.kr-)를 통해 검증되었다.

• Proceedings of the Korea Information Processing Society Conference
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• 2014.11a
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• pp.642-645
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• 2014

본 논문은 EAL6 수준의 공통평가기준 인증을 위해 ADV(개발) 클래스에서 ADV_INT에 대해 기술하였다. 특히, 테스트용 스마트 운영체제 소스코드 분석을 통해 구현된 내부 구조가 잘 구조화되었는지, 지나치게 복잡하지 않았는지 입증하기 위해 시도를 하였다. 다양한 소스코드 분석 도구를 통해 사이클로매틱복잡도(CyC), 정보흐름복잡도(IFC), Weighted IFC, fan-in, fan-out 등의 정보를 추출하였고, 추출된 정보를 기반으로 적용하여 수행하였다. 구조화된 정보 분석을 위해 객체지향 분석 도구를 사용한 재구조화 기법을 적용하여 수행하였다. 객체간 결합도, 팬아웃 등의 정보 등을 추출하였다. 추출된 정보를 기반으로 SW의 복잡도 및 구조적 정보를 분석한 결과 응집도 분석에 한계, TOE의 형상관리 정보 등의 부재에 따른 추출된 정보 분석의 한계, 활용된 도구의 분석 정보의 재반영 부재 및 구조적 분석 등의 한계점이 드러났다.

• Journal of architectural history
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• v.29 no.6
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• pp.67-77
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• 2020

The purpose of this study is to reveal the wood joinery technique in the ancient era. Joinery is one of the core techniques in constructing timber frame architecture in the Korean peninsula. These techniques can be revealed by examining wooden members of ancient buildings. The members were excavated at the Donggung Palace and Wolji Pond, the historic site in Gyeongju. This study collects the data of 284 members excavated at the Donggung Palace and Wolji Pond and analyzes the details such as length, thickness, width, joint types, joint shapes. With the result of the analysis, this study tries to indicate the level of wood joinery techniques in ancient buildings.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2006.11a
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• pp.686-691
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• 2006

Beginning January 2005, the BTL (Build-Transfer-Lease) project was initiated by government to provide high level of public services for the upgraded quality of life. The most important process of the BTL project is operation, because the company have to operate the building about $20{\sim}30$ years after completion. But a lot of problems have been founded so far. For example, no counterplan for the risk in operation, no total control system and the vagueness in project guideline and so on. These problems will cause serious demage to the BTL project. Hence, this paper analyzes the above issues and conducts the interviews with the professionals from the diverse sectors in order to propose the improvement and deliver the successful operation in BTL project.

• Journal of the Korea Concrete Institute
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• v.19 no.5
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• pp.529-537
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• 2007

The purpose of this study is to discuss how strength and ductility of each system in low-rise reinforced concrete buildings composed of extremely brittle, shear and flexural failure lateral-load resisting systems have influence on seismic capacities of the overall system, which is based on nonlinear seismic response analyses of single-degree-of-freedom structural systems. In order to simulate the triple lateral-load resisting system, structures are idealized as a parallel combination of two modified origin-oriented hysteretic models and a degrading trilinear hysteretic model that fail primarily in extremely brittle, shear and flexure, respectively. Stiffness properties of three models are varied in terms of story shear coefficients, and structures are subjected to various ground motion components. By analyzing these systems, interaction curves of demand strengths of the triple system for various levels of ductility factors are finally derived for practical purposes. The result indicates that demand strength levels derived can be used as a basic information for seismic evaluation and design criteria of low-rise reinforced concrete buildings having the triple lateral-load resisting system.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.1069-1072
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• 2008

As embedded reinforcing suffer from corrosion process, the bond strength and stiffness are reduced, and the structure proceed, eventually, to the deterioration of the concrete, shortening the service life of concrete structures rapidly. In order to deal with these problems, a multitude of researches have been carried out up to this date to evaluate the bond characteristics of RC members, i.e. by artificially inducing rapid corrosion of the reinforcing bar. These artificial corrosion methods, however, could not represent the real condition, resulting in the possibility of overestimation for the RC members in real situation. Accordingly, the purpose of this paper is to investigate the difference in the bond characteristics for RC members corroded by different corrosion methods (artificial rapid method, natural method). For the case of natural corrosion, the brittle failure was observedeven for the case of the area ofcorrosion of 50%. And, the bond strength decreased by about 10% or more for the caseofspecimens with the area of corrosion of 80% or above. Especially, the deterioration of concrete starts at the state of low corrosion level for the case of natural corrosion. Thus, the safety of RC members must be assessed and evaluated more carefully for the naturally corroded members than for the RC concrete members corroded rapidly by artificial method.

• Journal of Korean Society of Steel Construction
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• v.23 no.2
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• pp.179-188
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• 2011

The performance-based design is highlighted as an alternative for the current design method, which cannot definitely specify the performance level that a building requires. Research on it is already in progress, however, in developed countries like the United States and Japan, to establish the basis for a performance-based design. Many studies on such design are also being conducted in South Korea, but South Korea still lags behind other countries in all-around technology. On the other hand, the column members, especially the lower external column, are affected by the variation of the axial force by overturning the moments in the case of lateral loads by earthquake. Varying the axial force can affect the time of local buckling and the ultimate behavior. Thus, in this study, the structural performance, such as the time of local buckling and the ultimate behavior, was analyzed through an experimental study on column members under varying axial force. The feasibility of a domestic study proposing a performance level with a story drift angle formed about a structural-performance-based steel structure design was also verified.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.6
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• pp.235-244
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• 2021

This study analyzes the applicability of limit state design method on bridge evaluation by considering the experiment of the existing bridge. The test strength of the member is obtained from the PSC beam bridge experiment. The test strength is compared with the calculated strength obtained from the statistical characteristics of material test strength and the two values are almost the same. The response modification factor and dynamic impact factor are obtained from the vehicle loading test. The rating factor is calculated by applying limit state design method as well as current evaluation method and the results are compared. The reliability index of the test bridge is calculated by using the statistical properties of the member strength obtained from material test and simulation. When the statistical properties of the PSC beam tested in this study are applied, the reliability index with a larger value was obtained than the reliability index obtained with the statistical properties of the design code.