• Proceedings of the Korea Association of Information Systems Conference
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• 2004.11a
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• pp.223-234
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• 2004

본 연구는 웹서버와 비주얼 인터데브를 각각 서버, 클라이언트의 개념적 툴로 사용해서 인터넷이나 인트라넷상에서 웹 애플리케이션을 개발하는 방법과 이 애플리케이션에 데이터베이스를 동적으로 총합하는 사례를 보임으로써 데이터베이스 정보를 다루는 파일과 웹 페이지를 다루는 파일을 각각 따로 개발하지 않고도 비주얼 인터데브를 이용하면 하나의 통합 환경 안에서 쉽고도 강력한 동적 웹데이터베이스를 개발할 수 있다는 사례를 보이고 향후 보다 적은 코딩 작업으로 보다 더 쉽게 웹 프로그램을 개발할 수 있는 기법과 원리를 제공하고자 함에 그 목적이 있다.

• Journal of the Earthquake Engineering Society of Korea
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• v.5 no.5
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• pp.13-23
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• 2001

In the companion paper, F. E. formulation for the geometric and plastic non-linear analysis of steel jacket structures subjected to wave and earthquake loadings was presented and the main processor was developed. In this paper, the pre/post processor are developed in order to analyze the output results effectively as well as to prepare the input data efficiently. Furthermore, the numerical examples are presented and discussed for linear and non-linear analysis of steel jackets under environmental loadings.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.21 no.1
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• pp.59-71
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• 2008

In this paper, a software framework that integrates computational and experimental simulation has been developed to simulate and test a large-scale structural system under earthquake loading. The proposed software framework does not need development of the computer codes for both dynamic and static simulations. Any general-purpose software can be utilized with a main control module and interface APIs. This opens up a new opportunity to facilitate use of sophisticated finite elements into hybrid simulation regime to enhance accuracy and efficiency of simulations. The software framework described in the paper is modular and uses object oriented programming concepts. A series of illustrative examples demonstrate that the system is fully-functional and is capable of running any number of experimental and/or analytical components.

• Journal of Energy Engineering
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• v.8 no.2
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• pp.213-223
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• 1999

In recently, the safety system software of the nuclear power plant has been verified and validated according to ANSI/IEEE-ANS-7-4.3.2-1982 to improve the reliability. This standard requires that safety-related software should be tested in the static and dynamic environments. In case of Inadequate Core Cooling Monitoring System (ICCMS), the static test procedure and related techniques are developed but the dynamic test procedure and related techniques are not developed. Therefore, this paper discusses the undeveloped techniques, and suggests the dynamic test procedure and the program for generation of test input data. The performance of the program was identified using accident analysis report of Ulchin 3&4 Final Safety Analysis Report (FSAR).

• KIISE Transactions on Computing Practices
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• v.23 no.9
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• pp.564-571
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• 2017

The burst loading of a pre-created cache-image is an effective method to reduce the instruction cache misses in the early stage of the program execution. It is useful to alleviate the performance degradation as well as the energy inefficiency, which is induced by the concentrated cold misses at the instruction cache. However, there are some defects, including software overhead on the compiler and installer. Furthermore, there are several mismatches as a result of the dynamic properties for specific applications. This paper addresses these issues and proposes a cache-image maintenance/recreation policy that can conduct dynamic management using a hardware-assisted method. The results of the simulation show that the proposed method can maintain the cache-image with a proper size and validity.

• Journal of Internet Computing and Services
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• v.8 no.6
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• pp.29-42
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• 2007

This paper describes a security object designed to support a dynamic security service for application services in u-healthcare computing environments in which domains are used to object groups for specifying security policies, In particular, we focus on security object for distributed framework support for u-healthcare including policy, role for security and operations use to access control. And then, by using the DPD-Tool. we showed the access right grant procedure of objects which are server programs, the developing process of client program. Also, we verified the executablility of security service supporting by distributed framework support for u-healthcare use to the mobile monitoring application developing procedure implemented through DPD-Tools.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.39-42
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• 2010

최근 보행자가 교량의 진동에 의한 불안감을 느끼는 경우가 발생되면서 설계 단계에서 진동에 대한 고려하고 있다. 그러나 설계자는 범용유한요소프로그램에 이동하중을 적용하여 동적응답해석을 하는 것에 어려움을 느끼고 있으며 그 결과 Meister감각곡선에 의한 진동사용성 평가도 정확히 수행되지 않고 있다. 본 연구에서는 설계자들이 수행하는 교량의 진동사용성 평가방법의 간편한 적용을 위하여 이동하중모델 생성툴을 연구하였으며, 범용유한요소프로그램으로 모델링 된 교량의 매개변수를 변화해가며 진동사용성 평가를 수행하였고 연구 결과 중 매개변수의 하나인 보요소의 길이에 따른 진동사용성 평가결과만을 작성하였다. 평가결과 보요소의 길이에 따라 교량에 발생되는 진동과 가속도의 응답치가 다르게 나타났으며, 발생되는 주요주파수 범위도 다르게 해석되었다. 이러한 동적응답의 결과가 다르게 해석되면서 Meister 감각곡선에 의한 평가등급이 차이도 발생되었다. 따라서 정확한 진동사용성 평가를 위해서는 동적응답해석 시 다양한 매개변수에 의한 동적응답의 결과에 대한 연구는 물론 다양한 교량 형식과 그에 맞는 모델링에 대한 많은 연구가 필요할 것으로 사료된다.

• Convergence Security Journal
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• v.19 no.3
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• pp.37-41
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• 2019

Recently, due to the appearance of various types of malware, the existing static analysis exposes many limitations. Static analysis means analyzing the structure of a code or program with source code or object code without actually executing the (malicious) code. On the other hand, dynamic analysis in the field of information security generally refers to a form that directly executes and analyzes (malware) code, and compares and examines and analyzes the state before and after execution of (malware) code to grasp the execution flow of the program. However, dynamic analysis required analyzing huge amounts of data and logs, and it was difficult to actually store all execution flows. In this paper, we propose and implement a preprocessor architecture of a system that performs malware detection and real-time multi-dynamic analysis based on 2nd generation PT in Windows environment (Windows 10 R5 and above).

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.2
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• pp.17-29
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• 1997

Single-mode spectral analysis method is usually applied to a small-scale bridges with the simple geometric shape and uses only fundamental period to estimate the elastic earthquake forces and the displacements of the substructure. On the other hand, multi-mode spectral analysis method may be used instead if the possibilities of potential damage are developed when considering significance, scale, and geometric shape of briages. Since the dynamic responses of bridge can be significantly different depending on the modeling techniques for the restraint and support conditions etc, it may be misled to the unexpected results. In this study the dynamic analysis program which can model and analyze the bridge as a two- or three-dimensional framed structure is developed and verified with the results of other reliable program. Using this program together with the post processor, the designer can easily and readily obtain the reponses(moments, base shears, and displacements)of bridges necessary to design purpose. And further from the analysis results according to the variations of type, scale, and restraint and supprot conditions of bridges including sectional properties, applications of the effective and desirable seismic design are presented.

• Journal of KIISE:Software and Applications
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• v.37 no.12
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• pp.882-891
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• 2010

Many automated dynamic test data generation technique have been proposed. The techniques evaluate fitness of test data through executing instrumented Software Under Test (SUT) and then generate new test data based on evaluated fitness values and optimization algorithms. Previous researches and experiments have been showed that these techniques generate effective test data. However, optimization algorithms in these techniques incur much time to generate test data, which results in huge test case generation cost. In this paper, we propose a technique for reducing the time of evaluating a fitness of test data among steps of dynamic test data generation methods. We introduce the concept of Fitness Evaluation Program (FEP), derived from a path constraint of SUT. We suggest a test data generation method based on FEP and implement a test generation tool, named ConGA. We also apply ConGA to generate test cases for C programs, and evaluate efficiency of the FEP-based test case generation technique. The experiments show that the proposed technique reduces 20% of test data generation time on average.