• Title/Summary/Keyword: Expert Group Analysis

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Development of Expert System for Tower Cranes

  • Kim, Ki-sung;Kang, Dong-gil;Hong, Ki-sup
    • Journal of Ship and Ocean Technology
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    • v.3 no.2
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    • pp.27-48
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    • 1999
  • The paper is concerned with application to develop the expert system, which structural analysis and design process for tower cranes. The system is organized into three groups. One is pre-processor for creating input data files, another is `model former' which combines knowledge-base with inference engine for automatic generating structural analysis models, a third is application group for final analysis checks. In this study, geometric subroutine of `model former' designates node positions, nodes, elements numbers and element types. Load data subroutine computes weight of tower crane and device, slewing force, cargo load, wind force form rules or equations in knowledge-base. Also, Property and boundary subroutine applies element properties and boundary conditions to suitable elements and nodes. Design and analysis expert system for tower crane integrates these subroutine, `model former' and pre-processor. RBR(Rule-Base Reasoning) was adopted for a reasoning strategy of this expert system. And this expert system can produce structural analysis model and data, which can be used in ordinary structural analysis program (SAP, ADINA or NASTRAN, etc.). In this paper, this expert system produces format of the analysis model data, which are used in MSC/NASTRAN. The main discussions included in the paper are introduction of the tower crane and structural analysis, composition of the design expert system for tower crane and structural analysis using the expert system.

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The Study on The Numerical Analysis Method for Ground Improved by Cement Mixing Method (시멘트혼합처리공법이 적용된 지반의 수치해석 방법에 관한 연구)

  • Kim, Byung-Il;Hong, Kang-Han;Kim, Young-Seon;Han, Sang-Jae
    • Journal of the Korean Geosynthetics Society
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    • v.17 no.4
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    • pp.41-52
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    • 2018
  • Since the composite ground design method is easy to apply for calculation or numerical analysis, it is applied to the design of cement mixing methods. However, the comparison studies between analysis and actual results such as a trial test and construction for the cement mixing method are few because the composite ground design method was developed for the compaction pile (SCP, GCP) methods. In this study, the results of various analysis methods, such as the composite ground analysis method (1 case) and the individual pile method (3 cases), were compared with actual measurements through a two-dimensional finite element numerical analysis. In case of the surface settlements, the results of study show that the individual plate method was larger than the actual measurements, while other methods are similar. The settlements at the under ground of the improved area is overestimated in all analysis methods. When comparing numerical analysis results for the horizontal displacement, and ground reaction forces, the individual pile method in equivalent wall concept was found to be the most similar to the measurements. The composite ground method was not able to predict the behavior of stress transfer (Arching effect) and it turned out that the prediction of horizontal displacement was too large.

A Study on the Comparison of the Indices of Hazard Analyses for the Construction of Heat Accumulator (축열조 공사의 위험분석지수 비교에 관한 연구)

  • Lee, Sang-Wook;Maeng, In-Young;Yi, Young-Seop
    • Journal of the Korean Society of Safety
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    • v.29 no.5
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    • pp.166-171
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    • 2014
  • This study is conducted to compare three methods of hazard analyses and to propose the control for the accidents arising under construction of heat accumulator of group energy projects(co-generation plants). The analysis of fatal accidents and the Analytic Hierarchical Process(AHP) using by the questionnaire survey for the workers engaged in the construction of heat accumulator and the quantitative questionnaire survey of expert group has been carried out. In order to analyze the fatal accidents, the 115 cases of accidents from 2001 to 2012 published by Korean Occupational Safety and Health Agency(KOSHA) and workers suffered from industrial accidents are collected and analyzed. The AHP is applied and analyzed for 66 persons of the construction site managers, safety engineers and construction engineers and the questionnaire survey of expert group is carried out and analyzed for the 51 persons of contractors and construction inspectors. The analyses of the types of accidents and the jobs of the suffered workers and the hazardous construction processes which are occurred accidents frequently are shown. The results of the analysis of fatal accidents and the AHP as well as the questionnaire of expert group are shown similar results.

A Study on Gap between Government's Institutions and Public People based on Ontology Inference about ICT Future Technology

  • Kim, Su-kyoung;Kim, Sung-en;Cho, Ill-gu;Ahn, Kee-hong
    • International Journal of Contents
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    • v.13 no.4
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    • pp.47-62
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    • 2017
  • This paper analyzes how much the gap existed between the public group and expert group using future issues and future core technologies that are announced in government institutions based on ontology. We calculated gap with two groups' point of view, one is expert groups' ideas that are based on future hopeful technologies documents, and another is public people ideas that are based on documents of contest that is hosted by 'Ministry of Science, ICT and Future Planning (MSIP)', and 'Institute for Information & communications Technology Promotion (IITP)'. For calculating these, we suggested SDGM model. In the case of ETRI Meta-trend ICT Field, there is a little gap between expert group and public group, and another case that is XT (ETRI determined future technologies excluding ICT field) Field, the gap is increasing annually. Moreover, in the case of all ETRI Meta trend, the gap is bigger than ICT and XT field. We analyzed, also, KEIT's future issues for generalizing this model. The gap existed between two groups. Utilizing SDGM model of this paper, people can interpret easily how much the gap exists between future technologies and issues that are announced in institutions.

The Importance of Dairy Purchasing Factors Using AHP: Focusing on the Difference Between Expert Group and Consumer Group (AHP를 이용한 유제품 구매 요인의 중요도: 전문가 집단과 소비자 집단의 차이를 중심으로)

  • Kim, Soo Kyung;Lee, Jung Seung
    • The Journal of the Korea Contents Association
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    • v.21 no.8
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    • pp.177-183
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    • 2021
  • This empirical study aims to find the factors to affect purchasing dairy products between the expert group and consumer group and also find the difference between the groups and the reasons, using AHP. Based on the results of the previous studies, four main factors were selected and they are products, marketing, quality, and social factors. Then, we surveyed the groups of consumers and experts, conducted AHP analysis, and compared the gaps between the groups. The factor of marketing, especially the sub-factor of brand, was found out the most biggest difference, followed by the sub-factor of hygiene in the factor of quality. The results of this study can contribute to the dairy industry to see the difference between the expert and consumer groups' choices.

The Study on the Design and Numerical Analysis of Self-Supported Retaining Wall with Cement Treated Soil by Vertical Mixing Method(V-DCM) (연직교반혼합처리(V-DCM) 연속벽을 이용한 자립식 흙막이공법의 설계 및 해석에 관한 연구)

  • Byung-Il Kim;Kang-Han Hong;Young-Seon Kim;Jin-Hae Kim;Sang-Jae Han
    • Journal of the Korean Geosynthetics Society
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    • v.22 no.1
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    • pp.9-23
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    • 2023
  • In this study, the design methods of self-supported retaining wall with cement treated soil constructed by vertical mixing method (trencher mixing method, V-DCM), which are using in domestic and foreign field, are investigated, and the characteristics of it are presented with comparing the results of numerical analysis with the drainage and construction conditions. The results indicated that the method 1 (total stress analysis) is the most aggressive, and method 2 (effective stress analysis) and method 3 are similar in the internal stress, and the stress and the horizontal displacement are effected on the soil type and drainage conditions in backfill of the wall. Also, in the case of the design combined with numerical analysis the method 1 can be applied, in that of the traditional design without the analysis the method 2 or the method 3 can be used. Finally, if the numerical analysis is only conduct, the tensile stress in excavation base and in boundary of the wall and the original ground have to be considered in the numerical analysis method.

Electrical and Structural Design of Air-conditioning Fan Motor for Noise Reduction

  • Han Hyung-Suk;Mo Jin-Yong;Kim Chang-Hyun;Lee Jae-Kwon;Jeong Weui-Bong
    • Journal of Mechanical Science and Technology
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    • v.20 no.10
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    • pp.1653-1661
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    • 2006
  • AC induction motors have been widely used for fan motor of the air conditioner indoor unit. Noise of these AC induction motors is usually caused by the coupling effects of structural and electrical systems. The rotating torque and the noise from AC induction motor were discussed in this paper,. First, the modification of motor was carried out in order to reduce the unbalance magneto motive force between main and sub winding. Second, structural modification based on normal mode analysis and modal testing was carried out so that the fan motor does not have the natural frequencies near the 2f-line frequency. Numerical modifications through these two processes were verified by experiments, which showed that the sound pressure level at 2f-line frequency of the modified system became about 25dB less than that of conventional one.

The Design and Numerical Analysis Method of Inclined Self-Supported Wall Using Cement Treated Soil (시멘트혼합처리토를 활용한 경사 자립식 흙막이벽의 설계법과 해석법에 관한 연구)

  • Kang-Han Hong;Byung-Il Kim;Young-Seon Kim;Jin-Hae Kim;Sang-Jae Han
    • Journal of the Korean Geosynthetics Society
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    • v.22 no.3
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    • pp.11-25
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    • 2023
  • In this study, the design and numerical analysis method of the inclined self-supported wall using cement treated soil were studied. In the case of the inclined self-supported wall, the active earth pressure decreased due to the decrease in the coefficient, Ka according to the slope (angle) and the weight decreasing effect, thereby increasing the overall stability. The wall with the slope caused a change in failure mode from overturning to sliding on the excavation side, and the optimal slope was evaluated to be about 10°. Compared to the strength reduction method, the overall stability in numerical analysis results in conservative results in limit equilibrium analysis, so it was found that this method should be attended when designing. As a result of the parameteric study, the stability on bearing capacity and compression failure did not significantly increase above the slope of 10° when the surcharge was small (about 20kPa or less). In the case of cohesion of the backfill, The results similar to numerical analysis were found to consider cohesion. It was evaluated that stability on sliding, oveturning, shear, and tension failure increases in proportion to the thickness of the wall, but there is no significant change in the stability on the bearing capacity and compressive failure regardless of the thickness of the wall above a certain angle (about 10°).

A Study on the Work Efficiency of Pattern Making of Woman's Tailored Jacket by PDS (PDS를 활용한 여성용 테일러드 재킷패턴제작의 작업효율성)

  • Do, Wol-Hee
    • Korean Journal of Human Ecology
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    • v.16 no.1
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    • pp.137-143
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    • 2007
  • The purpose of this study is to prove the work efficiency of PDS by measuring the work time on the process of pattern making of woman's tailored jacket. Also compared to the manual work time, PDS work efficiency is estimated according to experience difference. The YUKA CAD system was used. Through analysis of PDS Process, work time was measured by stop watch. Also the appearance of the 2 jackets was evaluated by a pool of evaluators consisted of graduate students and experienced professional modelist. The results were as follows: The work efficiency of PDS is higher than the work efficiency of manual work. There were significant differences of work time between work types in the expert and inexpert group. A study compared the work efficiency by PDS work type with those by manual work type according to experience difference and found that the work efficiency by PDS in the expert group was 25.3%, in the inexpert group was 35%. There were significant differences of work time between experience groups in PDS work, the work efficiency of expert group to inexpert group in the total pattern making time by PDS was 36.7%. There were no significant differences of appearance of tailored jacket between work types.

A Study on Clothing Conformity of Woman`s University Group and Fashion Expert Group (여대생 집단과 유행전문가 집단의 의복 동조성에 대한 연구 -자아개념변인 중심으로-)

  • 신효정;임숙자
    • The Research Journal of the Costume Culture
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    • v.5 no.3
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    • pp.47-56
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    • 1997
  • The purpose of this study was to investigate relationship between self-concept and clothing conformity. The subject of this study were 154 purposively select student at woman\`s university in Seoul city. For statistical analysis, mean, standard deviation, x²-test , pearson\`s correlation, ANOVA. Duncan Multiple Range test were used. The result form experiment were as follow. 1. The group which has the higher level of self-concept showed significant the lower degree of conformity than the group which has the lower level of self-concept. 2. A student at a woman\`s university showed significant higher degree of conformity to the group of fashion expert than the group of peer.

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