• 제목/요약/키워드: model concrete

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Imaging of Ground Penetrating Radar Data Using 3-D Kirchhoff Migration (3차원 Kirchhoff 구조보정을 이용한 지표레이다자료의 영상화)

  • Cho, Dong-Ki;Suh, Jung-Hee;Choi, Yoon-Kyoung
    • Geophysics and Geophysical Exploration
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    • v.5 no.3
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    • pp.185-192
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    • 2002
  • We made a study of 3-D migration which could precisely image data of GPR (Ground Penetrating Radar) applied to NDT (Non-Destructive Test) field for the inspection of structural safety. In this study, we obtained 3-D migrated images of important targets in structuresurvey (e.g. steel pipes, cracks) by using 3-D Kirchhoff prestack depth migration scheme developed for seismic data processing. For a concrete model consisting of steel pipe and void, the targets have been well defined with opposite amplitude according to the parameters of the targets. And migrated images using Parallel-Broadside array (XX configuration) have shown higher resolution than those using Perpendicular-Broadside array (YY configuration) when steel pipes had different sizes. Therefore, it is required to analyze the migrated image of XX configuration as well as that of general YY configuration in order to get more accurate information. As the last stage, we chose a model including two steel pipes which cross each other. The upper pipe has been resolved clearly but the lower has been imaged bigger than the model size due to the high conductivity of the upper steel.

A Study on the System Identification of Tunnel Lining Using Static Deformation Data (정적 내공변위를 이용한 터널라이닝 손상 검출기법에 관한 연구)

  • 이준석;최일윤
    • Journal of the Korean Geotechnical Society
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    • v.18 no.6
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    • pp.153-160
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    • 2002
  • A new system identification method based on tunnel deformation data is proposed to find the damage in the lining structure. For this, an inverse problem in which the deformation data and dead load of concrete lining are known a priori is introduced to estimate the degree and location of the damages. Models based on uniform reduction of stiffness and homogenized crack concept are individually employed to compare the applicability and relative advantages of the models. Numerical analyses are peformed for the idealized tunnel structure and the effect of white noise, common in most measurement data, is also included to better understand the suitability of the proposed models. As a result, model 1 based on uniform stiffness reduction method is shown to be relatively insensitive to the noise, while model 2 with the homogenized crack concept is proven to be easily applied to the field situation since the effect of stiffness reduction is rather small.

A numerical and theoretical investigation on composite pipe-in-pipe structure under impact

  • Wang, Yu;Qian, Xudong;Liew, J.Y. Richard;Zhang, Min-Hong
    • Steel and Composite Structures
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    • v.22 no.5
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    • pp.1085-1114
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    • 2016
  • This paper investigates the transverse impact response for ultra lightweight cement composite (ULCC) filled pipe-in-pipe structures through a parametric study using both a validated finite element procedure and a validated theoretical model. The parametric study explores the effect of the impact loading conditions (including the impact velocity and the indenter shape), the geometric properties (including the pipe length and the dimensions of the three material layers) as well as the material properties (including the material properties of the steel pipes and the filler materials) on the impact response of the pipe-in-pipe composite structures. The global impact responses predicted by the FE procedure and by the theoretical model agree with each other closely. The parametric study using the theoretical approach indicates the close relationships among the global impact responses (including the maximum impact force and the maximum global displacement) in specimens with the equivalent thicknesses, proposed in the theoretical model, for the pipe-in-pipe composite structures. In the pipe-in-pipe composite structure, the inner steel pipe, together with the outer steel pipe, imposes a strong confinement on the infilled cement composite and enhances significantly the composite action, leading to improved impact resistance, small global and local deformations.

Study of Shipbuilding Cost Estimation for Catamaran-type Leisure Boats Using Product Configuration Model (제품구성모델을 이용한 쌍동형 레저보트 건조공수 추정 연구)

  • Oh, Dae Kyun;Oh, Woo Jun;Lee, Dong Kun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.38 no.8
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    • pp.911-916
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    • 2014
  • The leisure boat industry has the potential to become a high-value-added industry in the future. Recently, a study on Korean high-speed leisure boats for fishing was conducted. This study suggests a product configuration model-based shipbuilding cost estimation method for determining the type of leisure boat suitable for mass production, as part of a research for productivity improvement. The suggested estimation method based on the analysis of the leisure boat process and generic YWBS can calculate quantitative and concrete data. By using this method, the cost of building the catamaran-type design ship can be reduced by 17 times, compared to that of the monohull-type mother ship. This implies that the final design of the Korean high-speed leisure boat for fishing will have a competitive price at the actual production stage.

Resolving the Game Design Discrepancy between the Game Designer and the Gamer by Employing a Knowledge Representation Model (지식표상모델을 활용한 개발자 및 사용자의 게임기획에 대한 불만족 해소방안)

  • Park, Yong-Hyun;Kyung, Byung-Pyo;Ryu, Seuc-Ho;Lee, Dong-Lyeor;Lee, Wan-Bok
    • The Journal of the Korea Contents Association
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    • v.9 no.3
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    • pp.127-136
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    • 2009
  • According to 2008 game white paper, it is reported that both the game developer's and the gamer's dissatisfactions about a game design have been increased recently. It is required to enhance the style of the development work flow and the communication manners to reduce such dissatisfactions. This paper suggests a method which can be used not only to simplify the development work flow but also to provide a satisfactory communication skill between the developer and the users. By speculating the mental recognition model, a knowledge representation model based on UML(Unified Modeling language) has been devised. Our approach can be successfully employed to conceive the user feedback and to articulate the original game design elements, thus provides a more concrete and flexible design process.

The Comparative Study on Teaching of Multiplication Tables in South Korea, China, Japan, Singapore (한국·중국·일본·싱가포르 수학교과서의 곱셈구구 지도내용 비교 연구)

  • Kim, Hyun;Cho, Youngmi;Joung, Youn Joon
    • Journal of Elementary Mathematics Education in Korea
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    • v.20 no.3
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    • pp.407-430
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    • 2016
  • In this study, we analyzed and discussed the instruction method of multiplication tables in mathematics textbooks from four countries in Asia; South Korea, China, Japan, and Singapore. The conclusions of remarks are states as follows: First. The teaching period and elements should be subdivided more structurally so that the learner could understand the concept and principle of multiplication tables better. Second. The bundle model, the linear model, and the array model of multiplication need to be presented so that the learners could experience various situations related to multiplication. Third, The concrete explanation and the higher frequency of presenting the commutative rules of multiplication is suggested so that the learner could understand the concept of the rules well. Fourth. The context related to multiplication by 1 and 0 should be presented so that the learner could comprehend the character of multiplication by 1 and 0. Fifth. The activities which helping memorizing a multiplication table should be suggested when the memorization is needed.

Development of Strategic Environment Assessment Model in Urban Development Plan - In case of Metropolitan Plan - (도시개발 행정계획의 전략환경평가 모델개발 - 광역도시계획에의 사례적용 -)

  • Choi, Hee-Sun;Song, Young-Il
    • Journal of Environmental Impact Assessment
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    • v.19 no.4
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    • pp.381-396
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    • 2010
  • It is essential to consider strategies, spatial planning, and reflection of sustainability for the creation of sound urban spaces. To this end, there is a need for plans that can secure better sustainability through strategic environmental assessment (SEA) of plans. This study examined the literature and available precedent to develop a SEA model for administrative plans for urban development including metropolitan plans, urban master plans and urban management plans. In the course of development of the model, environmental issues associated with the urban plans were analyzed by classifying them into ten categories, including "spatial planning," "conservation planning," "greenbelt systems," "habitats." and etc. according to their rank. Furthermore, those issues were reflected on the development of environmental evaluation indices for the plans. Overall and detailed environmental indices that can be applied to the administrative plans for urban development including metropolitan plans, urban master plans and urban management plans were devised for five stages: (1) Establishment of development goals and strategy, (2) Analysis of current status and characteristics, (3) Conceptualization of spatial structure, (4) Planning for each department, and (5) Execution and management. Sub plans are more detailed and concrete. Criteria based on the evaluation indices, when performing evaluations on plans based on each environmental assessment index in reference to experts and the literature, were used to forecast their effects, i.e. whether they had a positive, negative, or no effect or relationship, or whether their effects was uncertain. Based on the forecasts, this study then presents means to establish more improvable plans. Furthermore, by synthesis of the effects according to each index and integration of the process, plans were analyzed overall. This study reflects the characteristics of the present time period based on issues in the SEA process and techniques in upper level administrative plans being newly established, and presents them according to the stage of each plan. Furthermore, by forecasting the effect of plans by stage, this study presents proposals for improvement, and in this aspect, can be meaningful in promoting plan improvements through SEA.

A Study on the Closure Ratio for Tunnel Face Stabilization during Tunnel Excavation in Sand Soil (사질토지반에서 터널굴착시 막장안정을 위한 폐합비에 관한 연구)

  • Kim, Sang-Hwan;Kim, Ji-Tae;Lim, Chae-Ho;Lee, In-Keun
    • Journal of the Korean Geotechnical Society
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    • v.28 no.4
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    • pp.79-89
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    • 2012
  • This paper presents experimental and numerical studies on the closure ratio of tunnel face to reduce pressure and displacement occurring at tunnel face during tunnel excavation. In experimental study, model tests are carried out according to the closure ratio of tunnel face and tunnel depth. Model test results are analyzed and interpreted by numerical calculation in order to verify results obtained from experimental and numerical studies. It is clearly found that tunnel face stability increases with the increase of the closure ratio of tunnel face. The results also show that tunnel face is stable when the closure ratio of tunnel face is larger than 80%. This research will be very useful to develop the economical tunnel face closing system.

Comparison of Measured Data and Theoretical Results for Potential Rise of Structure Using Electrolytic Tank Model (수조모델을 이용한 구조체의 전위상승에 대한 측정값과 계산값의 비교)

  • Gil, Hyoung-Jun;Kim, Dong-Woo;Choi, Chung-Seog;Lee, Bok-Hee
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.20 no.5
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    • pp.72-77
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    • 2006
  • This paper presents a comparison of experimental value by electrolytic tank experimental apparatus and calculated value by CDEGS program for potential rise of structure. When a test current flowed through structure models, potential rise was measured and analyzed for types of structure using the electrolytic tank experimental apparatus in real time, and was computed by means of CDEGS program. The structure models were designed and fabricated with four types on a scale of one-one hundred sixty. When the experimental data were compared with the theoretical values, the similar profile was shown. Therefore, the confidence of measurement was obtained. Potential rise was the lowest value at electric cage type(structure model B). The distributions of potential rise are dependent on the resistivity and absorption percentage in concrete attached to structure.

Analysis of Geothermal Melting System Conductivity for Improving Road Safety (도로주행 안정성 향상을 위한 지열 융설시스템 열전도 분석)

  • Lee, Seok-Jin;Kim, Bong-Chan;Lee, Seung-Ha;Seo, Un-Jong;Kim, Jin-Han;Lee, Joo-Ho
    • Journal of Korean Society of societal Security
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    • v.3 no.1
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    • pp.43-50
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    • 2010
  • Sliding accidents on the road have a high percentage by road freezing, especially, they often have appeared at bridges and Tunnel of freezing areas. Thus, the stability of road operations is enhanced by preventing partial freezing phenomenon. According to the geothermal snow melting system analysis, a pattern of thermal conductivity is found out; pavement materials of concrete and asphalt where the system is buried. The heat transfer simulation is essential when the geothermal snow melting system is applied according to heating exchanger pipe placed in the lower pavements. The model tests are conducted on low temperature in freezer using the manufactured test model which is equal to pavement materials. Many variables are discovered from numerical analyses under the same conditions with model test.

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