• Earthquakes and Structures
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• 제22권1호
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• pp.65-82
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• 2022

This paper presents a structural performance assessment of a historical masonry clock tower both using numerical and experimental process. The numerical assessment includes developing of finite element model with considering different types of soil-structure interaction systems, identifying the numerical dynamic characteristics, finite element model updating procedure, nonlinear time-history analysis and evaluation of seismic performance level. The experimental study involves determining experimental dynamic characteristics using operational modal analysis test method. Through the numerical and experimental processes, the current structural behavior of the masonry clock tower was evaluated. The first five experimental natural frequencies were obtained within 1.479-9.991 Hz. Maximum difference between numerical and experimental natural frequencies, obtained as 20.26%, was reduced to 4.90% by means of the use of updating procedure. According to the results of the nonlinear time-history analysis, maximum displacement was calculated as 0.213 m. The maximum and minimum principal stresses were calculated as 0.20 MPa and 1.40 MPa. In terms of displacement control, the clock tower showed only controlled damage level during the applied earthquake record.

• 대한전자공학회논문지TC
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• 제48권4호
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• pp.37-46
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• 2011

시간동기화는 모바일 통신 시스템에서 중요한 역할을 한다. 특히, 통신 개체들 사이에 정확한 시분할 기법이 요구될 때, 네트워크 성능에 영향을 미치는 중요한 요소가 될 수 있다. 본 논문에서는 무선 모바일 애드 혹 네트워크를 위한 새로운 시간 동기화 알고리즘을 제시한다. 본 논문의 주요 목적은 레퍼런스 브로드캐스팅에서 발견된 장점을 활용하여 시간 동기화 패킷의 충돌을 줄이는데 있다. 또한 시간 동기화에 대한 수렴시간을 보장하기 위해 정교한 클럭 갱신 기법을 사용한다. 새롭게 제안한 시간 동기화 알고리즘의 성능을 평가하기 위해 모바일 애드 혹 네트워크에 대한 다양한 시나리오를 구성하고 이를 OPNET으로 구현하여 실험하였다. 컴퓨터 시뮬레이션 결과, 제안한 기법이 시간 동기화의 정확성과 수렴 시간 등의 측면에서 기존의 TSF 방식보다 좋은 성능을 나타내었다.

• 국제초고층학회논문집
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• 제1권1호
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• pp.53-59
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• 2012

With the rise in CPU power and the generalization and popularity of computers, engineering practice also changed from hand calculations to 3D computer models, from elastic linear analysis to 3D nonlinear static analysis and 3D nonlinear transient dynamic analysis. Thanks to holistic design approach and current trends in freeform and contemporary architecture, BIM concept is no longer a dream but also a reality. BIM is not just providing a media for better co-ordination but also to shorten the round-the-clock time in updating models to match with other professional disciplines. With the parametric modeling tools, structural information is also linked with BIM system and quickly produces analysis and design results from checking to fabrication. This paper presents a new framework which not just linked the BIM system by means of parametric mean but also create and produce connection FE model and fabrication drawings etc. This framework will facilitate structural engineers to produce well co-ordinate, optimized and safe structures.