• Title/Summary/Keyword: 대림

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Application Analysis of Digital Photogrammetry and Optical Scanning Technique for Cultural Heritages Restoration (문화재 원형복원을 위한 수치사진측량과 광학스캐닝기법의 응용분석)

  • Han, Seung Hee;Bae, Yeon Soung;Bae, Sang Ho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.5D
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    • pp.869-876
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    • 2006
  • In the case of earthenware cultural heritages that are found in the form of fragments, the major task is quick and precise restoration. The existing method, which follows the rule of trial and error, is not only greatly time consuming but also lacked precision. If this job could be done by three dimensional scanning, matching up pieces could be done with remarkable efficiency. In this study, the original earthenware was modeled through three-dimensional pattern scanning and photogrammetry, and each of the fragments were scanned and modeled. In order to obtain images from the photogrammetry, we calibrated and used a Canon EOS 1DS real size camera. We analyzed the relationship among the sections of the formed model, efficiently compounded them, and analyzed the errors through residual and color error map. Also, we built a web-based three-dimensional simulation environment centering around the users, for the virtual museum.

Effects of Roots Powder of Balloonflowers on General Composition and Quality Characteristics of Sulgidduk (도라지 분말이 설기떡의 일반성분 및 품질특성에 미치는 영향)

  • Kim, Jong-Wook;Hwang, Su-Jung
    • Journal of the Korean Society of Food Culture
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    • v.22 no.1
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    • pp.77-82
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    • 2007
  • The general composition like moisture content, and the physical and sensory characteristics of the steamed rice cake added with powder of roots of balloonflowers were as follows. The moisture content in the roots was 4.13${\pm}$0.01%, crude protein 9.24${\pm}$0.11%, crude fat 3.07${\pm}$0.04%, crude fiber 33.82${\pm}$0.01%, and crude ash 8.16${\pm}$0.02%. The moisture content of the cake was decreased with increase of the root’s powder added. In physical characteristic, the hardness of the cake was increased with increase of the powder. The control cake was the highest in the cohesiveness. The springiness tended to be increased with increase of the powder. The gumminess was higher with increase of the powder, being 530.33% in the control and 284.44% in the sample with 12.0% powder added. The adhesiveness was decreased with increase of the powder. The color change was significantly decreased with increase of the powder. With increase of the powder, the value a was decreased, while the value b showed to be increased. In a sensory test, the favorite degree to color, flavor, bitter taste, moistness, soft-ness and overall acceptability was measured to get the follow result. To color, the lot with 6% of the balloonflower powder added showed the highest accept-ability with the same highest result also to flavor and bitter taste. The moistness and the softness were revealed as the highest at the control, and the chewiness was also highest at the lot with 3% of the powder added. The overall acceptability was highest as 5.75 at the lot with 6% of the powder added, coming out to be higher in order of the 3% added-lot, the control, the 9%-lot and the 12%-lot.

End Bearing Behavior of Drilled Shafts in Weathered Rock (풍화된 암반에 근입된 현장타설말뚝의 선단지지거동)

  • Kwon, Oh Sung;Kim, Myoung Mo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.4C
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    • pp.197-203
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    • 2008
  • The end bearing behavior of piles socketed in weathered/soft rock is generally dependent upon the rock mass conditions with fractures rather than the strength of intact rock. Therefore, a database which includes 13 load tests performed on cast-in-place concrete piles and soil investigation data at the field test sites was made first, and new empirical relationships between the base reaction modulus of piles in rock and rock mass properties were developed. No correlation was found between the compressive strengths of intact rock and the base reaction modulus of weathered/soft rock. The ground investigation data regarding the rock mass conditions (e.g. Pressuremeter modulus and limit pressure, RMR, RQD) was found to be highly correlated with the base reaction modulus, showing the coefficients of correlation greater than 0.7 in most cases. In addition, the applicability of existing methods for the end bearing capacity of piles in rock was verified by comparison with the field test data.

Research on Practical Rubblization in PCC Pavements Equipment Development and Test Construction (원위치파쇄기층화 공법의 실용화를 위한 장비개발 및 시험시공)

  • Lee, Seung Woo;Han, Seung Hwan;Ko, Suck Bum;Kim, Ji Won
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.1D
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    • pp.81-87
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    • 2006
  • The rubblization technique is breaking the aged concrete pavement slab into rubblized concrete aggregate, and use it as an base material at its original position, then builds overlay above the rubblized base. This method has been successively used in USA due to the advantage of good constructibility, cost-effectiveness as well as the capability of preventing of reflection cracks. However, constructibility and economic performance of rubblization on typical Korean concrete pavements needed to be investigate since to typical Korean concrete pavements have thick slab, as well include lean concrete subbase course. Multi-head type breaker suitable for Korean condition was designed and developed. This multi-head type breaker was designed to rubblize old concrete to the suggested optimum rubblized-depth and rubblized-concrete-aggregate size to prevent reflection crack and maintain high bearing capacity. This machine was used for the test of rubblization of old concrete pavement on a non-use old concrete and a in-serviced road. In these two tests, engineering properties of rubblized base and constructability and cost were investigated. In both tests, the old concrete rubblized to targeted size and depth, and high-level bearing capacity was achieved. Also, superior constructability and lower cost compared with traditional reconstruction was examined.

Two-dimensional Tracer Tests in Natural Rivers Using Radioisotope (방사성 동위원소를 이용한 자연하천의 2차원 추적자 실험)

  • Seo, Il Won;Baek, Kyong Oh;Jeon, Tae Myong
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.2B
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    • pp.161-170
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    • 2006
  • A tracer test technique using a radioisotope was proposed to investigate pollutant mixing characteristics in rivers. The main advantages of radioisotope as a tracer in field tests are that it can be detected easily, and that its detection range is quite large. Also, using the radioisotope, the amount sorbed by the bed material and the biota may be a minimum. Field tracer tests were conducted at seven different sites in natural rivers with various meandering pattern. Based on the acquired data, the behavior of the tracer cloud in the intermediate-field was examined two-dimensionally, and dispersion coefficients were calculated using several evaluation methods. Results revealed that the tracer cloud was transported skewed to the outer bank and dispersion coefficients in bends were larger than those in straight reaches.

A Structural Analysis Model for the Initial Configuration of a Suspension Bridge Considering the Erection Method of Stiffening Girders (보강형의 시공방법을 고려한 타정식 현수교의 초기형상해석 모델)

  • Ko, Seong Seok;Kang, Sung Hoo;Park, Sun Joon;Jung, Jae Ho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.4A
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    • pp.337-346
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    • 2009
  • To determine the initial configuration of the suspension bridge appropriate idealization model and analysis procedure are proposed as considering the boundary and loading conditions of stiffening girder during the erection. The construction stages of a suspension bridge are divided into two steps which are the first stage of the erection and the second stage of the completion in terms of the erection time of stiffening girders, and depending upon such an erection step the initial configuration analysis is classified the first configuration analysis and the revision analysis of the second configuration. The boundary and loading conditions and the analysis procedures for each stage are suggested and the results are verified by comparing with existing data. The results show that the proposed method provides better solution compared to the results using existing method.

Spatial Variation of Void Ratio and Permeability by Smear and Its Changing Behavior during Consolidation :Part I. Physical Model Test and Analysis (스미어로 의한 점성토 지반의 간극비 및 투수계수의 위치별 차이와 압밀 중 변화 거동에 대한 연구 : Part I. 실험 및 거동 분석)

  • Yune, Chan-Young;Son, Dae Jin;Chun, Sung-Ho;Chung, Choong-Ki
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.4C
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    • pp.137-144
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    • 2009
  • In this research, the ground with smeared zone was reconstructed using the large consolidation test apparatus. And the reconstituted kaolinite samples at different locations were retrieved for the oedometer test. From the oedometer test results the permeability- void ratio-effective stress behavior was investigated. Based on the experimental analysis, spatial differences of permeability according to the drainage distance by both smear and radial drainage consolidation reduced as the consolidation proceeds and eventually disappeared in normally consolidated region. And the spatial variation of permeability by radial drainage consolidation showed larger differences in smaller extent than the spatial variation of permeability by smear.

Construction Stage Analysis of Hybrid Composite Cable-Stayed Girder Bridge Using Eccentrically Loaded Derrick Crane (편중 가능한 사장교 가설용 데릭 크레인을 이용한 합성형 복합 사장교 시공 단계 해석)

  • Park, Taekwun;Kim, Moon Kyum;Won, Jong Hwa
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.3A
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    • pp.277-286
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    • 2010
  • Derrick or caterpillar crane is generally used for the long-span/cable-stayed bridge construction by pre-cast segment lifting from over-land or water transportation. The heavy weight of them, however, could make defects on unstable under-construction structure and, furthermore a method of conventional segment transportation is also able to occur additional time and cost. In this study, in order to improve conventional construction method, the newly developed derrick crane is mainly considered. It could be not only eccentrically loadable on constructing girder but having rotatable boom for segment transportation from back-side. A series of construction stage using developed derrick crane is defined and also its numerical analysis is conducted. To reflect load characteristics of developed derrick crane on construction stage analysis, on/out of service load is separately calculated by considering vertical/lateral rotation range of boom and it is loaded on 4 fixed positions of crane. The derrick crane on this study could be time and cost saving solution for cable-stayed bridge construction and also make contributions to construction load reduction in its process.

Research on Components for Developing a Reading Competency Diagnostic Tool for Children and Adolescents with Disabilities (장애 아동·청소년 독서역량 진단도구 개발을 위한 구성요인 연구)

  • Soo-Kyoung Kim;Seongsook Choi;Jurng Hyun Whang;Sungune Yoon
    • Journal of Korean Library and Information Science Society
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    • v.54 no.3
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    • pp.129-163
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    • 2023
  • The purpose of this study is to identify reading competency and its components according to the concept of reading competency in order to strengthen the reading competency of children and adolescents with disabilities, develop diagnostic questions, and provide basic data for the development of a reading competency diagnostic tool for children and adolescents with disabilities, Research methods include literature research, brainstorming, delphi survey, and preliminary research. As a result of the study, the components of the reading competency diagnostic tool are broadly divided into 2 areas (affective domain, environmental domain), 4 categories (reading motivation, reading attitude, human environment, and physical environment), and a total of 13 components in each of the 4 categories (Reading interest, reading value, reading recognition, reading expectations, reading habits, reading efficacy, reading immersion, reading anxiety (avoidance), home/family, school/teacher, peers, reading environment, media environment) and the corresponding questions. was developed. Based on these results, a direction for developing a reading competency diagnostic tool for children and adolescents with disabilities was presented.

A study on the Proposal of Interior Design Education Program Using BIM (BIM을 적용한 인테리어디자인 설계 교육프로그램 제안에 관한 연구)

  • Ha Seung-Beom
    • The Journal of the Convergence on Culture Technology
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    • v.10 no.1
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    • pp.427-433
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    • 2024
  • BIM was activated by applying it necessarily to the government ordered construction of more than a certain amount of money in architecture and construction field of Korea before and after 2010. An architectural education using BIM at college in Korea has been doing in accordance with this trend but is not too different from the existing interior design studio. Also, a new design curriculum based on BIM that provides a digital design concept and a digital working environment is increasingly being demanded in modern society. A digital-based design process is required not only in the field of architecture but also in the field of interior. Therefore, this study suggests the prototype of the interior design studio based on the field practice can apply BIM design, not the unfamiliar interior design studio pursued in the field practice to understand easily the environment of interior design process BIM is essentially seeking.