• Computers and Concrete
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• 제10권6호
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• pp.609-630
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• 2012

Currently, the design of reinforced concrete deep beams with web openings is carried out using empirical or semi-empirical methods and hence their scope of application is limited. In particular, high strength concrete deep beams with various web opening configurations have been given little treatment. In view of this, a nonlinear layered finite element method (LFEM) for cracking and failure analysis of reinforced concrete structures is used to conduct a parametric study to investigate reinforced concrete deep beams various web opening behaviours. This paper initially presents comparisons of LFEM output with published test results to numerical techniques. The paper then focuses on a parametric study on the shear strengths of deep beams with varying web opening configurations such as opening sizes and locations. The results confirm that the current design methods are inadequate in predicting the maximum shear strength when web openings are present. A series of parametric study offers insight into the maximum shear strength of the deep beams being critically influenced by the size and location of web openings.

• 한국컴퓨터정보학회논문지
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• 제25권12호
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• pp.165-172
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• 2020

웹에서 접근하는 정보의 폭발적인 증가에 따라 사용자의 다음 웹 페이지 사용을 예측하는 문제의 중요성이 증가되었다. 사용자의 다음 웹 페이지 접근을 예측하는 방법 중 하나가 딥 러닝 기법이다. 웹 페이지 예측 절차는 데이터 전처리 과정을 통해 웹 로그 정보들을 분석하고 딥 러닝 기법을 이용하여 분석된 웹 로그 결과를 가지고 사용자가 접근할 다음 웹 페이지를 예측한다. 본 논문에서는 웹 페이지 예측을 위한 효율적인 웹 로그 전처리 작업과 분석을 위해 딥 러닝 기법을 사용하는 웹 페이지 예측 프레임워크를 제안한다. 대용량 웹 로그 정보의 전처리 작업 속도를 높이기 위하여 Hadoop 기반 맵/리듀스(MapReduce) 프로그래밍 모델을 사용한다. 또한 웹 로그 정보의 전처리 결과를 이용한 학습과 예측을 위한 딥 러닝 기반 웹 예측 시스템을 제안한다. 실험을 통해 논문에서 제안한 방법이 기존의 방법과 비교하여 성능 개선이 있다는 사실을 보였고 아울러 다음 페이지 예측의 정확성을 보였다.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2022년도 추계학술대회
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• pp.367-369
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• 2022

웹 기술이 발전함에 따라 웹은 사용자의 요구에 맞는 맞춤 정보들을 제공하게 된다. 클릭 이벤트나 사용자의 질의어에 따라 정보가 제공되며 검색엔진으로는 검색이 어려운 정보가 제공되는 웹 서비스를 심층웹이라 한다. 이러한 심층웹은 표면웹보다 많은 정보를 포함하고 있지만, 방문 당시의 정보를 수집하는 일반적인 크롤링으로는 정보 수집이 어렵다. 심층웹은 javascript와 같은 스크립트언어를 브라우저에서 실행함으로 서버의 정보를 사용자에게 제공한다. 본 논문에서는 심층웹 수집을 위해 스크립트를 분석하여 동적으로 변화되는 웹사이트의 탐색 및 정보 수집이 가능한 알고리즘을 제안한다. 본 논문에서는 실험을 위해 질병관리청의 게시판의 스크립트를 분석하였다.

• Computers and Concrete
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• 제15권1호
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• pp.21-35
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• 2015

The objective of this study is to examine the effect of carbon fiber reinforced polymer (CFRP) on the shear strengths of deep beams with web openings. A total of 18 high-strength concrete deep beams with web openings were tested. Twelve were externally wrapped with four layers of CFRP, six of them strengthened in the horizontal direction and the others in the vertical direction. The parameters of the configuration of CFRP, the sizes of the openings and the locations of the openings were covered in this study. The test results indicates the shear strengths of deep beams with openings sized $60{\times}40mm$ were about 16% higher than that with openings sized $68{\times}68mm$. For deep beams with openings sized $60{\times}40mm$, the lower the locations of openings the higher the shear strengths were. The test results also indicate the shear strengths of deep beams with web openings strengthened by CFRP wrapped in the vertical direction can be enhanced by about 10%. However, the shear strengths of deep beams with web openings strengthened by CFRP wrapped in the horizontal direction can only be enhanced by about 6%. The shear strengths of deep beam, with different size and location of web openings and strengthened by different configuration of CFRP can be reasonably predicted by the empirical formulas of Kong and Sharp.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.897-902
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• 2001

The purpose of this experimental study is to investigate the shear behavior of high-strength concrete deep beam and to grasp the conservatism of ACI Building Code. Experimental results on 12 deep beams under two equal symmetrically placed point loads are reported. Main variables are vertical and horizontal web reinforcement and shear span-to-overall depth ratio. Test results indicated that web reinforcement dose not affect on formation of inclined cracks but shear span-to-overall depth ratio affect on inclined shear cracks and ultimate shear strength. Addition of vertical web reinforcement improves ultimate shear strength of H.S.C. deep beams that shear span-to-overall depth ratio is 1.0. Considerable increase in ultimate shear strength of H.S.C. deep beams with increasing horizontal web reinforcement that shear span-to-overall depth ratio is 0.5. Especially with increasing concrete strength($f_{ck}$) the ACI code is conservative in estamating the ultimate shear strength of deep beams.

• Structural Engineering and Mechanics
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• 제19권4호
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• pp.361-379
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• 2005

Reinforced concrete deep beams have useful applications in tall buildings and foundations. Over the past two decades, numerous design models for deep beams were suggested. However even the latest design manuals still offer little insight into the design of deep beams in particular when complexities exist in the beams like web openings. A method commonly suggested for the design of deep beams with openings is the strut-and-tie model which is primarily used to represent the actual load transfer mechanism in a structural concrete member under ultimate load. In the present study, the development of the strut-and-tie model is transformed to the topology optimization problem of continuum structures. During the optimization process, both the stress and displacement constraints are satisfied and the performance of progressive topologies is evaluated. The influences on the strut-and-tie model in relation to different size, location and number of openings, as well as different loading and support conditions in deep beams are examined in some detail. In all, eleven deep beams with web openings are optimized and compared in nine groups. The optimal strut-and-tie models achieved are also compared with published experimental crack patterns. Numerical results have shown to confirm the experimental observations and to efficiently represent the load transfer mechanism in concrete deep beams with openings under ultimate load.

• 인터넷정보학회논문지
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• 제23권2호
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• pp.97-105
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• 2022

Web services show a rapid evolution and integration to meet the increased users' requirements. Thus, web services undergo updates and may have performance degradation due to undetected faults in the updated versions. Due to these faults, many performances and regression anomalies in web services may occur in real-world scenarios. This paper proposed applying the deep learning model and innovative explainable framework to detect performance and regression anomalies in web services. This study indicated that upper bound and lower bound values in performance metrics provide us with the simple means to detect the performance and regression anomalies in updated versions of web services. The explainable deep learning method enabled us to decide the precise use of deep learning to detect performance and anomalies in web services. The evaluation results of the proposed approach showed us the detection of unusual behavior of web service. The proposed approach is efficient and straightforward in detecting regression anomalies in web services compared with the existing approaches.

• 한국정보통신학회논문지
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• 제27권1호
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• pp.1-7
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• 2023

심층 웹 수집은 검색 양식에 질의어를 입력하고 응답 결과를 수집하는 것을 의미한다. 심층 웹이 가진 정보는 정적으로 구성되는 표면 웹보다 약 450~550배 이상의 정보를 가지고 있을 것으로 추산한다. 정적인 방식에서는 웹페이지가 새로 고쳐지기 전까지 변화된 정보를 보여주지 못한다. 동적 웹페이지 방식은 실시간으로 필요한 정보가 갱신되어 웹페이지를 새로 불러오지 않아도 실시간 정보 제공이 가능한 장점이 있지만, 일반적인 크롤러는 갱신된 정보에 접근하는 데 어려움이 있다. 따라서 이들 심층 웹에 있는 정보들을 크롤러를 이용해 자동으로 수집할 방안이 필요하다. 이에 본 논문은 스크립트를 일반적인 링크로 활용하는 방법을 제안하였으며, 이를 위해 클라이언트 스크립트를 일반 URL처럼 활용이 가능한 알고리즘을 제안하고 실험하였다. 제안된 알고리즘은, 검색 양식에 데이터를 입력하는 일반적인 방법 대신 메뉴 탐색 및 스크립트 실행으로 웹 정보를 수집하는 데 중점을 두었다.

• 산업경영시스템학회지
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• 제46권3호
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• pp.275-284
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• 2023

Land monitoring involves systematically understanding changes in land use, leveraging spatial information such as satellite imagery and aerial photographs. Recently, the integration of deep learning technologies, notably object detection and semantic segmentation, into land monitoring has spurred active research. This study developed a web service to facilitate such integrations, allowing users to analyze aerial and drone images using CNN models. The web service architecture comprises AI, WEB/WAS, and DB servers and employs three primary deep learning models: DeepLab V3, YOLO, and Rotated Mask R-CNN. Specifically, YOLO offers rapid detection capabilities, Rotated Mask R-CNN excels in detecting rotated objects, while DeepLab V3 provides pixel-wise image classification. The performance of these models fluctuates depending on the quantity and quality of the training data. Anticipated to be integrated into the LX Corporation's operational network and the Land-XI system, this service is expected to enhance the accuracy and efficiency of land monitoring.

• Architectural research
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• 제7권2호
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• pp.55-60
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• 2005

Based on an experimental study, this study provides an equation to describe the shear strength of high-strength concrete deep beams with rectangular openings and without web reinforcements. Twenty-four concrete deep beams were tested with the variables of concrete strength, size of web opening, and shear span-to-depth ratio. The proposed equation is expressed as the sum of the shear strength provided by longitudinal bars and concrete. It is illustrated that the proposed equation predicts the load-carrying capacity of the deep beams more properly than the experimental equations proposed by other researchers.