• Proceedings of the Computational Structural Engineering Institute Conference
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• 2003.04a
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• pp.335-347
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• 2003

본 논문에서는 설계 하중에 지배되는 구조물에 있어서, 입력 파라미터들의 불확실성을 표준편차와 패턴의 변동, 두 차원에서 접근, 처리할 수 있는 방안을 제시하기 위해서 구조물에 입력으로 작용하는 하중 패턴의 결정과 구조물의 형상의 진화를 동시에 고려할 수 있는 Co-Evolutionary Structural Design framework라 명명한 새로운 구조 설계 방식을 개발하였다. 공학자의 직관과 경험 의존적인 하중을 대상으로 최적화된 구조물은, 성능에 완벽한 안전을 보장해 줄 수 없으며, 이에 관한 문제를 해결하기 위해서 주어진 상황 속에서 다양한 하중이 작용하더라도 안전할 수 있는 구조물의 설계 방식에 관해서 설명한다. 본 프레임워크는 연성을 가지는 두 Disciplinary Modules, 즉 구조 형상설계와 하중설계로 이루어지며 하중에 관한 DB로 연결되어 순차적인 MDO 설계과정을 거치게 된다. 두 Discipline은 설계과정을 거치면서 상호 견제의 틀 속에서 진화하며 기존 방식과 달리 극한 하중 패턴을 스스로 찾아서 설계 반영하는 특징을 가진다. 본 접근 방식의 유용성을 평가하기 위해서 10-bar truss 구조물과 Jacket-Type 구조물로 테스트해 보았다.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05d
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• pp.549-554
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• 1996

원전의 안전성을 보다 확보하기 위해서는 혁신적인 안전개념 도입과 체계적인 안전성 평가 및 성능검증의 강화가 수반되어야 한다. 본 논문에서는 신형 원전에 적용될 안전규제기술요건의 체계와 세부사항으로서 인간공학설계에 관련된 일반안전요건, 상세기술요건, 규제지침에 포함될 주요 내용의 기본사항을 제안하였고, 인간공학설계와 관련된 규제요건의 계층적 구조 방안을 정량화하고 가시화하기 위한 연구·개발될 내용과 방향을 제시하였다. 또한 제시된 요건에 관한 주요 기본사항들은 구체화하기 위한 다각적인 검증평가 과정과 추가 연구가 수행될 예정이다.

• Proceedings of the KSR Conference
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• 2004.06a
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• pp.948-954
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• 2004

This study deals with the Evaluation of track system, when Newly developed Korea High Speed Train(KHST) by KRRI and KTX trains are running pass curved track of conventional line. In order to evaluate stability of track and vehicle running safety. the effect of curve radius, the field tests were performed at sharply curved track.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.3
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• pp.167-175
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• 2007

The relations between data from test methods and conditions in structural elements are considered. NDE(Nondestructive Evaluation) methods are joint application of a test and a basis for interpretation of data obtained in the test. Correct assessments of conditions of elements depend on the inaccuracy and variability in the test data and on the uncertainty of correlations between attributes(what is measured) and conditions(what is sought in the inspection). A full description of the performance of NDE methods considers the relation of test data to condition of elements. The quality of the test data itself is important, but equally important is the interpretation that occurs after the test. To make the decision of the performance of NDE methods, this paper presents mathematical basis to measure the reliability of NDE methods.

• Korean Journal of Construction Engineering and Management
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• v.25 no.5
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• pp.15-24
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• 2024

System support is a facility that is temporarily installed to support vertical loads at construction sites, and is assembled and installed by reused individual members. These characteristics are likely to lead to poor performance of installed system supports, and even though it is institutionalized to check structural safety at the their design phase, accidents continue to occur at the construction site. Accordingly, safety management of system support is implemented through various institutional methods, but the current system does not consider the performance degradation of temporary facilities due to the reuse of individual temporary members. Therefore, the purpose of this study is to verify the performance of assembled system support. In order to do achieve this purpose, the authors divided individual system supports into unused and used groups and performed compression performance test with defined models assembled with those two groups of system supports. The results of this study are expected to be meaningful as a research case that can quantitatively evaluate safety systems and standards for the performance of existing temporary facilities and suggest directions for improving the safety management system of temporary facilities in the future.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.37 no.3
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• pp.197-204
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• 2024

In this paper, the structural performance of Suwon Hwaryeongjeon Unhangak, a representative traditional timber structure in the late Joseon Dynasty, was evaluated. Based on the structure composition of Unhangak, an analysis model was elaborately constructed with Midas Gen, a 3-dimensional structural analysis software. The safety and serviceability of major structural members were evaluated by static analysis, and the dynamic behavior characteristics were evaluated by eigenvalue analysis. Most of the members satisfied the safety and serviceability standards with a margin; however, the bending stress ratio in the oemogdori exceeds the standard by 20.7%, so it is considered that long-term monitoring is needed for this member. The natural period of Unhangak is 1.079 seconds, which is slightly longer than traditional timber buildings of similar scale. In particular, it is analyzed that torsional movement occurred in the secondary mode due to the influence of the rear masonry firewall.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.4
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• pp.138-146
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• 2014

Structural safety as well as variety and aesthetics of building facade are currently gathering more attention in building construction and stone curtain wall is widely used in exterior wall. However, two main problems are existed in curtain wall construction method. One is an uniformity of construction quality and the other is a repair work of stone panels. Also, the noise and vibration occurring in construction may be cause of civil complaint. Therefore, a new method is needed to overcome these problems. This paper presents a new stone curtain wall system using under cut anchor and secondary holes that was developed in this study. Additionally, structural performance evaluation was conducted to verify the constructability and structural safety for wind pressure and seismic load. Through the evaluation of this method, improved constructability and economic efficiency were verified.

• Fire Science and Engineering
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• v.24 no.1
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• pp.54-63
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• 2010

The buildings relevant to the law should be designed performance-based necessarily according to "Fire-Fighting System Installation Business Act" amended, January 1. 2009. Performance based design means that building design reflects structure, size, purpose, and building capacity to achieve the most effective design of fire-fighting system. Performance based design has meaning to buildings that it is insufficient to control fire-fighting by previous law-oriented design or inappropriate by uniform design, because of buildings becoming bigger and higher. However, it is difficult to implement the system actually, because laws relevant to fire-fighting prescribe only the object and the required qualifications of performance based design, but they don't have rules to enforce performance based design for specific parts. This study suggests improvements for a desirable implementation of performance based design in legal aspects, by analyzing the current legal regulations related to performance based design.

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 2003.12a
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• pp.504-510
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• 2003

안전한 멀티캐스트란 동적으로 그룹 멤버가 변하는 환경에서는 현재의 그룹 멤버만 데이터를 얻을 수 있도록 멀티캐스트하는 방법을 말한다. 이를 위해 그룹 멤버간에 그룹키를 공유하며, 이 키로 암호화하여 데이터를 멀티캐스트한다. 전방향 안전성(forward secrecy)과 후방향 안전성(backward secrecy)을 제공하기 위해 멤버가 가입하고 탈퇴할 때마다 공유키를 변경해야 한다. 이 때 확장성을 위해 그룹키의 변경이 그룹 전체에 미치는 영향은 최소화되어야 한다. 지금까지의 연구는 확장성 문제를 해결하기 위해 플랫한 그룹키 공유 구조에서 계층 구조로 변화해 왔으며, 그룹의 파티션을 용이하게 하고 중앙집중 방식의 문제를 극복하기 위해 중앙 키 서버를 사용하지 않고 그룹 멤버가 생성한 값을 계산을 통하여 그룹키를 생성하는 프로토콜로 변화해 오고 있다. 하지만 지금까지 제안된 안전한 멀티캐스트 방식은 멤버의 가입은 확장성을 갖추고 있지만 멤버의 탈퇴는 그렇지 못하며, 성능 측면에서 많은 개선이 있었지만 실제 응용에 사용되기에는 아직도 연산 측면에서 적절하지 못하다. 이 때문에 이 논문에서는 실제 응용에서 안전한 멀티캐스트를 효율적으로 사용할 수 있도록 그룹키 분배를 위한 중앙 서버를 사용하지 않는 환경에서 가입과 탈퇴가 일어날 때마다 개별적으로 처리하지 않고 일괄 처리하는 여러 알고리즘을 제안하고 그 성능을 분석한다.

• Proceedings of the Korean Nuclear Society Conference
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• 2003.10a
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• pp.488.1-488.1
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• 2003