• Journal of the Computational Structural Engineering Institute of Korea
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• v.27 no.6
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• pp.573-580
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• 2014

In this paper, axial strains and lateral displacements of columns in a 58-story reinforced concrete building were measured using vibrating wire gauge and laser scanner, respectively, and compared with predicted values. Predictions were obtained using ASAP, which is a 3D construction stage analysis program developed based on PCA report. Comparisons indicated that columns in the middle of floor plan showed good correlation with predictions. However, the columns in the corners showed some deviations. Lateral displacement of columns between measurement and estimation showed similar trends but considerable deviations, which are seemingly caused by construction error of column faces, and inaccuracy in differential vertical displacement prediction.

• Journal of KIISE:Software and Applications
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• v.31 no.3
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• pp.353-360
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• 2004

Ontology defines the terms used in a specific domain and the relationships between them and represents them as hierarchical taxonomy. The present paper proposes a semi-automatic domain-specific ontology construction method based on terminology Processing. For this purpose, it presents an algorithm to extract terminology according to the noun/suffix pattern of terminology in domain texts and find their hierarchical structure. The experiment was carried out using pharmacy-related documents. As singleton terminology with noun/suffix were identified, the average accuracy was 92.57%. In case of multi-word terminology, the average accuracy was 66.64%. The constructed ontology forms natural semantic clusters with based on suffices and semantic information, so can be utilized in approaches to specific knowledge such as information look-up or as the base of inference to improve searching abilities.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.32 no.5A
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• pp.503-509
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• 2007

Low-power motion estimation is required for video coding in portable information devices. In this paper, we propose a low-power motion estimation algorithm and 1-D systolic may VLSI architecture using full search block matching algorithm (FSBMA). Main power dissipation sources of FSBMA are complex computations and frequent memory accesses for data in the search area. In the proposed algorithm, memory accesses and computations are reduced by using 1D PE (processing array) array architecture performing motion estimation of two neighboring blocks in parallel and by skipping unnecessary computations during motion estimation. The VLSI implementation results of the algorithm show that the proposed VLSI architecture can save 9.3% power dissipation and can operate two times faster than an existing low-power motion estimator.

• Journal of Korean Society of Steel Construction
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• v.24 no.6
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• pp.671-682
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• 2012

The use of sinusoidal corrugated web girder for the box-type girders and gable steel main frames has recently been increasing very much. The reasons are that the thin web of the girder affords a significant weight reduction compared with rolled beam and welded built-up girder, and that corrugation prevents the buckling failure of the web. Improvements of the automatic fabrication process makes mass production of the corrugated web and unit possible, and applications of this girder have been extended considerably. Thus, the research for the optimum design processer considering the production data is needed practically. For doing this research, we develope the discrete optimum structural design program in consideration of production list data for the research, and the program apply to the single girder under the uniform load and the concentrated load as numerical example. We consider objective function as minimum weight of the girder, and use slenderness ratio, stress of flanges and corrugated web, and the girder deflection as the constraint functions. And also the Genetic Algorithms is adopted to search the global minimum point by using the production list as a discrete design variable. Finally, to verify the optimality of the design, we conduct a comparison of the results of the discrete optimum design with those of the continuous one, and also analyze the characteristics of the optimum cross-section.

• Proceedings of the Korea Information Processing Society Conference
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• 2000.10b
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• pp.1211-1214
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• 2000

의사잡음(PN) 부호는 이상적인 자기상관특성을 갖지 못한다. 본 논문에서는 이상적인 자기상관 특성을 갖지 못하는 PN 부호에 대하여 이상적인 자기상관 특성을 가지도록 하여 동기 직접확산 부호분할 다원접속(DS/CDMA)시스템에서 부가적인 하드웨어 복잡성의 큰 증가 없이 간섭제거가 가능한 수신기 구조를 제안한다. PN 부호 오프셋을 사용하여 사용자 부호를 할당하고, 제안한 수신기 알고리즘을 PN 부호 오프셋을 사용한 시스템에 적용하여 다원접속 간섭 신호가 제거됨을 보이며 컴퓨터 모의실험을 통하여 이를 확인한다.

• Proceedings of the Korea Information Processing Society Conference
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• 2002.11a
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• pp.489-492
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• 2002

인터넷 전자 상거래의 폭발적 증가와 더불어 개인 및 기업의 정보가 온라인 상으로 유출되는 경우가 증가하고 있다. 이에 따라. 새로운 하드웨어의 추가 없이 프로토콜 및 알고리즘의 변화에 유연한 인터넷 보안방법이 요구되고 있다. 본 논문에서는 사용자 영역과 상관없는 커널 스레드를 사용하고 커널 영역으로 포팅된 라이브러리를 참조하여 사용자의 웹 페이지 요청을 처리함으로써 응답시간과 서버 부하를 감소시키는 새로운 SSL(Secure Socket Layer) 처리 구조를 제안한다.

• Proceedings of the Korean Information Science Society Conference
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• 2004.04b
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• pp.640-642
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• 2004

온톨로지는 주어진 응용 도메인의 특성을 나타내는 관련 개념들의 집합과 정의 그리고 그들간의 관계로 이루어진다. 본 논문에서는 코퍼스에 있는 텍스트의 분석 결과를 이용한 온톨로지를 구축방안과 이를 문서의 검색에 사용함으로써 해당정보가 있는 자원을 찾는 정확도를 향상시키는 방안을 제시하고자 한다. 이를 위하여, 실험 도메인의 문서 내에 출현한 전문 용어들의 결합형태를 분석하여 계층구조를 도출해내는 알고리즘을 제안하며 구축된 온톨로지를 문서의 검색에 응용하였다. 제안된 온톨로지는 전통적인 문서검색의 인덱스 파일과 같은 역할을 하게 되며, 질의로 들어온 키워드뿐 아니라 그에 대한 온톨로지 내 하위어들에 기반하여 검색을 수행함으로써 많은 의미정보를 포함하고 있으며 검색의 정확도를 높일 수 있었다.

• The Journal of the Korea Contents Association
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• v.9 no.10
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• pp.110-121
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• 2009

In this paper, we propose the new method that offer detailed-information through relax the system memory limitation about 3D model to user. That method based on making LOD(Level of Detail) model from huge 3D data of structure cultural assets. In our method as transformed AOSP algorithm, first of all it create the hierarchical structure space about 3D data, and create the LOD model by surface simplification. Then it extract the ROI(Region of Interest) of user in simplified LOD model, and then do rendering by original model and same surface detailed-information after process the local detailed in extracted region. To evaluate the proposed method, we have some experiment by using the precise 3D scan data of structure cultural assets. Our method can offer the detailed-information same as exist method, and moreover 45% reduced consumption of memory experimentally by forming mesh structure same as ROI of simplified LOD model. So we can check the huge structure cultural assets particularly in general computer environment.

• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.718-725
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• 2002

A wall type friction damper is newly Proposed in this paper to improve the performance of R/C framed structures under earthquake loads. Although traditional dampers are usually placed as bracing members, the application ot bracing-type dampers into R/C structures is not as simple as those of steel structures due to the connection between R/C members and dampers and the stress concentration in connection region. Proposed damper is consisted of Teflon-sheet slider and R/C shear wall. The damper can also avoid stress concentration and reduce P-Δ effect. To evaluate the performance of proposed damper, nonlinear dynamic analyses are carried on 10 story and 3 bay R/C structures with numerical model for the damper. It is shown that the damper reduces the inter-story drifts and the time-historic responses; especially the damper prevents from forming plastic hinges on the lower columns.

• Journal of Korean Society of Steel Construction
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• v.17 no.1 s.74
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• pp.1-11
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• 2005

A bi-level damage detection algorithm that utilizes the dynamic responses of the structure as input and neural network (NN) as pattern classifier is presented. Signal anomaly index (SAI) is proposed to express the amount of changes in the shape of frequency response functions (FRF) or strain frequency response function (SFRF). SAI is calculated using the acceleration and dynamic strain responses acquired from intact and damaged states of the structure. In a bi-level damage identification algorithm, the presence of damage is first identified from the magnitude of the SAI value, then the location of the damage is identified using the pattern recognition capability of NN. The proposed algorithm is applied to an experimental model bridge to demonstrate the feasibility of the algorithm. Numerically simulated signals are used for training the NN, and experimentally-acquired signals are used to test the NN. The results of this example application suggest that the SAI-based pattern recognition approach may be applied to the structural health monitoring system for a real bridge.