• 전산구조공학
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• 제28권3호
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• pp.18-27
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• 2015

• 전산구조공학
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• 제26권1호
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• pp.40-43
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• 2013

• 전산구조공학
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• 제34권4호
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• pp.10-14
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• 2021

• 전산구조공학
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• 제32권1호
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• pp.15-24
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• 2019

• 전산구조공학
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• 제32권3호
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• pp.4-8
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• 2019

• 전산구조공학
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• 제34권3호
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• pp.10-18
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• 2021

• 전산구조공학
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• 제36권1호
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• pp.15-23
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• 2023

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2002년도 가을 학술발표회 논문집
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• pp.513-520
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• 2002

This study is for seismic analysis of building structures with ambiguous modal direction This case is revealed symmetrical building structure or the structure that isn't coincided building axis with physical axis. Seismic analysis-time history analysis, response spectrum analysis and lateral force procedure-is carried out. It is concluded that analysis method for the structure with ambiguous modal direction don't suitable for lateral force procedure. It is recommended to use the CQC method for combining modal responses to the individual components and the SRSS rule for combining responses to the two horizontal components are of nearly equal intensities.

• 컴퓨터교육학회논문지
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• 제18권6호
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• pp.13-22
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• 2015

본 연구의 목적은 Computational Thinking(CT) 교육에서의 학습자의 CT개념 평가를 지원하기 위한 스크래치 코드 분석 시스템을 개발하는 것이다. 최근 초중등교육에서 활발하게 활용되고 있는 교육용프로그래밍 언어인 스크래치는 이벤트 기반언어로 전체적인 프로젝트의 구조를 파악하기가 어렵게 되어 있다. 따라서 본 연구에서는 학습자들이 자신이 만든 프로젝트를 디버깅 할 때나 교사가 학습자의 코드를 보고 평가 및 피드백을 할 때, 활용할 수 있는 코드 분석 시스템을 개발하고 실제 사용성을 검증하였다. 본 연구에서 개발한 스크래치 코드 분석 시스템은 SW 교육에서 디버깅과정을 촉진하거나 평가의 도구로 활용할 수 있다.

• Structural Engineering and Mechanics
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• 제62권3호
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• pp.345-355
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• 2017

The aim of the present study is to develop an elemental approach based on the differential quadrature method for free vibration analysis of cracked thin plate structures. For this purpose, the equations of motion are established using the classical plate theory. The well-known Generalized Differential Quadrature Method (GDQM) is utilized to discretize the governing equations on each computational subdomain or element. In this method, the differential terms of a quantity field at a specific computational point should be expressed in a series form of the related quantity at all other sampling points along the domain. However, the existence of any geometric discontinuity, such as a crack, in a computational domain causes some problems in the calculation of differential terms. In order to resolve this problem, the multi-block or elemental strategy is implemented to divide such geometry into several subdomains. By constructing the appropriate continuity conditions at each interface between adjacent elements and a crack tip, the whole discretized governing equations of the structure can be established. Therefore, the free vibration analysis of a cracked thin plate will be provided via the achieved eigenvalue problem. The obtained results show a good agreement in comparison with those found by finite element method.