• 한국산학기술학회논문지
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• 제14권3호
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• pp.1467-1473
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• 2013

건설 프로젝트에서 각 전문분야의 작업은 해당 분야의 전문 소프트웨어에 의해 진행되므로 이를 통해 생성된 디지털 정보의 교환 및 공유가 업무 효율 향상을 위해 중요한 요소로 부각되고 있다. 이에 본 연구에서는 강구조건물 골조의 구조설계에서 발생하는 정보전달 요구를 IDM 방법론을 이용해 분석하였다. 강구조 골조 구조설계 과정의 단위업무를 설계단계별로 분석하고, 단위업무 사이에서 요구되는 정보를 도출하여 PM, ER 및 FP를 추출하였다. 이를 통해 강구조 골조 구조설계의 상세설계단계에서 구조적으로 중요한 비중을 차지하는 강구조 볼트접합 및 용접접합의 구조정보를 분석하고 이를 Pset으로 추가하여 새로운 ER과 FP로 제안하였다. 제안한 볼트접합 및 용접접합 ER과 FP를 강구조 표준접합상세의 기둥-보 강축접합 사례에 적용한 결과, 철골접합부 구조설계정보의 저장 및 IFC 파일을 통한 공유 및 교환에 유용하게 활용할 수 있음을 확인하였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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• pp.233-240
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• 2001

Artificial neural networks(ANN) have been exploited where the relationship among information is very complicated and nonlinear. It is appropriate to computerize the information and knowledge used in the preliminary design stage where it lacks of formality of representation of designers' experience and intuition. However, most designers start the preliminary design stage with very little information. Therefore, the ANN model for this stage must be designed to have input much less than output. This case usually causes big troubles such as in learning time, convergence and reliability of solutions. To address this problem, this paper proposes multi-level neural networks for progressive structural design considering that all the design information can not be obtained at a time but are growing gradually. The use of multi-level networks developed in this paper has been proved its validity by applying it to the preliminary design of cable-stayed bridges.

• 전자공학회논문지B
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• 제33B권8호
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• pp.96-104
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• 1996

In this paper, we propose a new algorithm that obtains the surfac eorientation of the texture image using structural approaches. The proposed method showed that structural approaches can be effectively used in 3-D analysis of textures as well as description and segmentation without additional information. By examining fourier power spectrum of the texture image, we detemine the tilt of the textured surface. Then, 1-D projection information of the texture in the obtained tilt direction is used to compute the slant. Using the obtained information, we can compute the vanishing point, and rearrange the textured surface with lines converging to the vanishing point and lines perpendicular to the tilt direction. In the experimental results, we have ascertained the proposed algorithm can make a rpecise 3-D analysis of structural textures.

• 한국BIM학회 논문집
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• 제13권4호
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• pp.64-73
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• 2023

This study introduces a method of estimating the 3D coordinates of structural damage from the detection results of visual inspection provided in 2D image coordinates using sensing data of UAV and 3D shape information of BIM. This estimation process takes place in a virtual space and utilizes the BIM model, so it is possible to immediately identify which member of the structure the estimated location corresponds to. Difference from conventional structural damage localization methods that require 3D scanning or additional sensor attachment, it is a method that can be applied locally and rapidly. Measurement accuracy was calculated through the distance difference between the measured position measured by TLS (Terrestrial Laser Scanner) and the estimated position calculated by the method proposed in this study, which can determine the applicability of this study and the direction of future research.

• 한국산학기술학회논문지
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• 제16권2호
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• pp.1434-1440
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• 2015

IDM은 건설 프로젝트를 담당하는 각 전문분야의 업무 프로세스를 대상으로 정보교환의 시기 및 내용, 관련되는 IFC 객체 등을 정의하기 위한 개방형 정보전달 매뉴얼이다. 본 연구에서는 IDM 방법론을 통해 요구정보의 세부 정의 및 후속 프로세스로의 전달방법을 분석함으로써 BIM을 기반으로 철골부재의 단면설계를 수행하기 위한 정보모델을 정의하였다. 또한 현재 IFC에서 지원하는 구조정보를 분석하고 엑셀을 이용한 사례적용을 통해 그 타당성을 검증하였다. 분석 결과, BIM 기반 철골부재 단면설계를 위한 대부분의 구조정보는 현재 통용되고 있는 $IFC2{\times}3$에서 지원하는 엔터티와 Pset을 활용해 관리가 가능하였으며, $IFC2{\times}3$에서 지원하지 않는 소성단면계수 등 일부 정보는 IFC4에 보완돼 있음을 확인하였다. 이와같이 IDM 방법론은 BIM 기반 철골부재의 단면설계를 위한 프로세스 분석 및 교환정보의 구체화, 공통적 기능단위 정보의 정의에 효과적으로 활용할 수 있었다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 가을 학술발표회 논문집
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• pp.371-376
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• 2004

This study presents a way to generate and manage engineering information by applying steel bridge information model with 3D shape to existing application program. ACIS solid modeling kernel is used to visualize 3D geometric shape of steel bridge on the AutoCAD program. The shape information of 3D solid model can be connected to structural design information of steel bridge by an application module based on information model. The application module for manipulating steel bridge information can be easily developed by ObjectARX programming library supporting functional expansion of AutoCAD program. End-users can use the application module without any additional environmental setup on the AutoCAD. Thus this study facilitates information management of steel bridge by using ACIS solid modeler and ISO/STEP methodology.

• 인지과학
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• 제4권1호
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• pp.153-176
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• 1993

구조적 모호성은 자연 언어 문장을 분석할 때 흔히 나타내는 문제점 중의 하나로,지금까지 이문제의 해결은 대단히 어려운 것으로 인식되어 왔다.그러나,구조적 모호성을 해소하지 않고 올바른 언어 처리를 한다는 것은 사실상 불가능하다.본 논문에서는 이 문제에 대하여 정보 이론적(information-theoretic)개념인 상호 정보(mutual information)를 이용한 통계적 접근방법을 제안한다.상호정보는 말 뭉치로 부터 자동 습득이 가능하므로 지식습득속도가 대단히 빠를뿐만 아니라 지속적인 지식습득이 가능하다. 구조적 모호성 해소는 물론 모호성 해소 결과의 옳고 그름을 스스로 판단할수 있는 능력을 부여할수 있다면 보다 지능적인 시스템을 개발하는데 도움이 될것이다.본 논문에서는 그와 같은 지적 능력을 부여한느데 필요한 확신도(congidence measure) 개념도 또한 제시한다.확신도는 구조적 모호성을 해소하고 난 후에 계산되는 수치로서,구조적 모호성이 올바르게 해소되었을 가능성이 높으면 높을수록 그 값이 커지는 성질을 가지고 있다. 본 논문에서 제시한 구조적 모호성 해소 알고리즘의 타당성을 검증하기 위하여 이공계 논문 초록으로부터 발췌된 약 160만 단어의 말뭉치로부터 상호 정보를 자동 습득하고 이를 이용하요,1,639개의 문장에 대하여 구조적 모호성을 해소하는 실험을 하였다. 실험결과 구조적 모호성 해소 정화도는 약 80%로 나타났다.확신도 개념을 이용할 경우 구조적 모호성 해소가 잘못된 문장을 찾아 정정하는 작업을 매우 효과적으로 진행할 수 있었다.

• 산업기술연구
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• 제39권1호
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• pp.33-39
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• 2019

This paper addresses effects of nanoscale structures on structural colors of micropatterned transparent substrate by light diffraction. Structural colors is widely investigated because they present colors without any chemical pigments. Typically structural colors is presented by diffraction of light on a micropatterned surface or by multiple interference of light on a surface containing a periodic or quasi-periodic nano-structures. In this paper, each structural colors induced by quasi-periodic nano-structures, periodic micro-structures, and nano/micro dual structures is measured in order to investigate effects of nanoscale and microscale structures on structural colors in the transparent substrate. Using pre-fabricated pattern mold and hot-embossing process, nanoscale and microscale structures are replicated on the transparent PMMA(Poly methyl methacrylate) substrate. Nanoscale and microscale pattern molds are prepared by anodic oxidation process of aluminum sheet and by reactive ion etching process of silicon wafer, respectively. Structural colors are captured by digital camera, and their optical transmittance spectrum are measured by UV/visible spectrometer. From experimental results, we found that nano-structures provide monotonic colors by multiple interference, and micro-structures induce iridescent colors by diffraction of light. Structural colors is permanent and unchangeable, thus it can be used in various application field such as security, color filter and so on.

• Structural Engineering and Mechanics
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• 제17권6호
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• pp.819-828
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• 2004

A new process for estimating the natural frequency and the corresponding damping ratio in large structures is discussed. In a practical situation, it is very difficult to analyze large structures precisely because they are too complex to model using the finite element method and too heavy to excite using the exciting force method; in particular, the measured signals are seriously influenced by ambient noise. In order to identify the structural impulse response associated with the information of natural frequency and the corresponding damping ratio in large structures, the analysis process, a so-called "multiresolution blind system identification algorithm" which combines Mallat algorithm and the bicepstrum method. High time-frequency concentration is attained and the phase information is kept. The experimental result has demonstrated that the new analysis process exploiting the natural frequency and the corresponding damping ratio of structural response are useful tools in structural analysis application.

• Smart Structures and Systems
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• 제16권4호
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• pp.607-621
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• 2015

Wireless sensor technology has been opened up numerous opportunities to advanced health and maintenance monitoring of civil infrastructure. Compare to the traditional tactics, it offers a better way of providing relevant information regarding the condition of building structure health at a lower price. Numerous domestic buildings, especially longer-span buildings have a low frequency response and challenging to measure using deployed numbers of sensors. The way the sensor nodes are connected plays an important role in providing the signals with required strengths. Out of many topologies, the dense and sparse topologies wireless sensor network were extensively used in sensor network applications for collecting health information. However, it is still unclear which topology is better for obtaining health information in terms of greatest components, node's size and degree. Theoretical and computational issues arising in the selection of the optimum topology sensor network for estimating coverage area with sensor placement in building structural monitoring are addressed. This work is an attempt to fill this gap in high-rise building structural health monitoring application. The result shows that, the sparse topology sensor network provides better performance compared with the dense topology network and would be a good choice for monitoring high-rise building structural health damage.