• 대한인간공학회지
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• 제31권1호
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• pp.211-217
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• 2012

Objective: The aim of this study is to show a correct application procedure using the compact Korean anthropometric data application program called Korean Human Scale(KHS) for anthropometric design. Background: The nation-wide anthropometric survey project called 'Size Korea' developed KHS and distributed it to the public on the web site. But some insufficiency of the current web service of KHS misleads the users; they just put their own statue and pick up a meaningless data for a body dimension. Method: This study provides five steps to follow to read appropriate data from KHS for an anthropometric design. Results: As a case study, the depth dimension of the supervisory and control console used in the Korea nuclear power plant was determined following the procedure and compared with the console design guideline recommendation. Conclusion: The supplementary anthropometry table should be added on the web service of KHS for users to read a meaningful data for design. Application: If properly used, the KHS has a lot more potential application area than users can expect such as in control center design area.

• 정보교육학회논문지
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• 제10권2호
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• pp.201-208
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• 2006

본 연구는 학습자마다의 발달된 지능에 적합한 심화 보충학습을 지원하기 위하여, 다중지능 이론을 적용한 웹기반 코스웨어를 개발하는 것이다. 제 7차 초등학교 사회과 심화 보충형 교육과정은 학습자의 학습능력, 적성, 관심, 흥미, 진로 등을 고려한 학습자 중심의 교육과정이다. 그러나, 기존의 사회과 코스웨어는 심화 보충 학습시 학습자들의 흥미와 적성 등을 고려하지 않고 학습을 하도록 한다. 따라서, 본 연구는 우선 학습자들에게 다중지능을 평가하여, 자신의 우수한 지능을 바탕으로 심화보충 학습을 지원하는 웹기반 코스웨어를 개발한다. 본 코스웨어는 자신의 흥미와 적성을 고려한 개인이해 지능, 대인관계 지능, 공간적 지능, 신체적 지능, 음악적 지능, 언어적 지능, 논리-수학적 지능에 따라 심화 보충 학습을 하므로 개개인의 관심과 능력에 따른 효율적인 학습을 할 수 있을 것이다.

• 한국경영과학회:학술대회논문집
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• 대한산업공학회/한국경영과학회 2004년도 춘계공동학술대회 논문집
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• pp.143-146
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• 2004

With the rapid growth of e-commerce, marketers are able to observe not only purchasing behavior on what and when customers purchased, but also the individual Web usage behavior that affect purchasing. The richness of this information has the potential to provide marketers with an in-depth understanding of customer. Using commonly available Web log data, this paper examines Web usage behaviors at the individual level. By decomposing the buying process into a pattern of visits and purchase conversion at each visit, we can better understand the relationship between Web usage behavior and purchase decision. This allows us to more accurately forecast a shopper's future purchase decision at the site and hence determine the value of individual customers to the siteAccording to our research, not only information seeking behavior but also visiting duration of a customer and participative behavior such as participation in event should be considered as important predicators of purchase decision of customer in a cosmetic internet shopping mall.

• 한국구조물진단유지관리공학회 논문집
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• 제6권4호
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• pp.233-242
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• 2002

This study is to investigate experimentally the shear capacity of high-strength lightweight-aggregate reinforced concrete beams subjected to monotonic loading. Ten beams made of fly-ash artificial lightweight high-strength concrete were tested to determine their diagonal cracking and ultimate shear capacities. The variables in the test program were longitudinal reinforcement ratio; which variabled (between 0.83 and 1.66 percent), shear span-to-depth ratio (a/d=1.5, 2.5 and 3.5), and web reinforcement(0, 0.137, 0.275 and 0.554 percent). Six of the test beams had no web reinforcement and the other six had web reinforcement along the entire length of the beam. Most of beams failed brittly by distinct diagonal shear crack, and have reserved shear strength due to the lack of additional resisting effect by aggregate interlocking action after diagonal cracking. Test results indicate that the ACI Building Code predictions of Eq. (11-3) and (11-5) for lightweight concretes are unconservative for beams with tensile steel ratio of 1.66, a/d ratios greater than 2.5 without web reinforcement. Through a more rational approach to compute the contribution of concrete to the shear capacity, a postcracking shear strength in concrete is observed.

• 한국구조물진단유지관리공학회 논문집
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• 제23권4호
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• pp.78-85
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• 2019

본 연구는 전단력과 휨을 받는 춤이 작은 중공 SFRC 부재를 대상으로 중공에 따른 웨브폭이 부재의 전단강도에 미치는 영향을 평가하고자 실험 및 해석을 실시하고 기존식과 비교 분석하였다. 전체폭에 비하여 웨브폭은 1/2배, 2/3배로 선정하였으며, 전단경간비는 1.5로 계획하였다. 전단실험 결과, 웨브폭이 33% 증가함에 따라 최대전단강도는 10.3~28.0% 증가하였다. 실험체의 전체춤이 1.5배 증가함에 웨브폭이 100mm인 실험체는 전단강도가 29.2% 증가한 반면, 150mm인 실험체는 11.3% 증가에 그쳐, 웨브폭이 적을수록 춤의 증가에 따른 전단강도 증가율이 큰 것으로 나타났다. 이를 볼 때, 웨브폭이 적을수록 강섬유의 기여도가 큰 것으로 사료된다. KCI 기준식이 중공 슬래브의 전단강도를 매우 안전측으로 평가하고 있으며, Shin et al.의 제안식이 실험강도를 비교적 잘 예측하는 것으로 나타났다. 비선형 유한요소 해석으로부터 웨브폭이 2, 3, 6배 증가함에 따라 해석부재의 평균 전단강도는 각각 1.18배, 1.80배, 2.19배로 나타나, 웨브폭의 증가에 비례하여 전단강도가 증가하지 않는 것으로 나타났다.

• 한국강구조학회 논문집
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• 제14권3호
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• pp.433-441
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• 2002

본 연구에서는 원형기둥과 상자형보로 이루어진 접합부의 응력분포에 관하여 검토하였다. 접합각도를 변수로 하는 총 12개의 비충전 및 충전 원형기둥-상자형보 접합부에 대한 실험을 수행하였다. 접합부의 수직 및 전단응력 분포특성을 파악하기 위해 우선 기존 설계식에서 주로 사용하고 있는 환산깊이 dc'및 추가적의 환산깊이를 도입하여 검토하였고 이를 적용하여 계산한 응력값을 실험값과 비교.검토하였다. 그 결과 비충전 및 충전접합부의 수직 및 전단응력 실험값은 설계식에 의한 값과 많은 차이점을 나타냄을 알 수 있었고, 환산깊이 dc'은 접합각도가 커질수록 급격히 감소하여 설게식에 적용하기에는 한계가 있음을 확인하였다. 또한 충전 접합부가 비충전 접합부에 비해 작은 응력값을 나타냈으며 충전접합부의 실험값을 비충전 접합부의 응력산정 방법을 준용하는 현행 설계식의 값과 비교. 분석하였다.

• Computers and Concrete
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• 제14권3호
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• pp.211-231
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• 2014

Prestressed hollow-core slabs (HCS) are widely used for modern lightweight precast floor structures because they are cost-efficient by reducing materials, and have excellent flexural strength and stiffness by using prestressing tendons, compared to reinforced concrete (RC) floor system. According to the recently revised ACI318-08, the web-shear capacity of HCS members exceeding 315 mm in depth without the minimum shear reinforcement should be reduced by half. It is, however, difficult to provide shear reinforcement in HCS members produced by the extrusion method due to their unique concrete casting methods, and thus, their shear design is significantly affected by the minimum shear reinforcement provision in ACI318-08. In this study, a large number of shear test data on HCS members has been collected and analyzed to examine their web-shear capacity with consideration on the minimum shear reinforcement requirement in ACI318-08. The analysis results indicates that the minimum shear reinforcement requirement for deep HCS members are too severe, and that the web-shear strength equation in ACI318-08 does not provide good estimation of shear strengths for HCS members. Thus, in this paper, a rational web-shear strength equation for HCS members was derived in a simple manner, which provides a consistent margin of safety on shear strength for the HCS members up to 500 mm deep. More shear test data would be required to apply the proposed shear strength equation for the HCS members over 500 mm in depth though.

• 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.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1997년도 가을 학술발표회 논문집
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• pp.254-261
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• 1997

In desingin plate bridges, the width-thickness ratio of flanges and webs are proportioned in such that the premature local buckling of flanges and webs prior to achievement of the full strength of plate-girders must be prevented. It is the common practive in most design codes that the flange local buckling strength and the web bend buckling strength are separately computed. In most practical plate girders, however, the flange buckles simultaneously when web bend-buckling occurs, vice versa. The primary purpose of the present study is to investigate the phenomenon, which may be called flange-web interactive buckling. Using the eight-node shell element available in the commercial multi-purpose program ABAQUS, the phenomenon was quantitatively investigated. Also presented are the effects of various factors such as the ratio of flange slenderness ratio to the web slenderness ratio, the ratio of flange width to the web depth, and the longitudinal stiffeners. A series of comparative studies with various design codes show that the present study provides more accurate and effective design basis in proportioning the flanges and webs.

• Steel and Composite Structures
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• 제23권6호
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• pp.647-656
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• 2017

This paper presents an experimental study on the behaviour of steel beams with different types of web openings. Steel beams with web openings became progressively more accepted as a well-organized structural form in steel construction since their existence. Their complicated design and profiling method provides better flexibility in beam proportioning for strength, depth, size and location of holes. The objective of this study is to carry out the experiments on steel beams with different types of web openings and performed non-linear finite element (FE) analysis of the beams that were considered in the experimental study in order to determine their ultimate load capacity and failure modes for comparison. Ten full scale models of steel beam with web openings have been tested in the experimental investigation. The finite element method has been used to predict their entire response to increasing values of external loading until they lose their load carrying capacity. FE model of each specimen that is utilized in the experimental studies is carried out. These models are used to simulate the experimental work to verify test results and to investigate the nonlinear behaviour of failure modes such as local buckling, lateral torsional buckling, web-post buckling, shear buckling and Vierendeel bending of beams.