• Title/Summary/Keyword: Reinforcing

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Research on the Plans of Construction Information for National Infrastructure in Public Construction Projects (공공건설사업에서의 국가기반시설 건설정보 서비스 방안에 관한 연구)

  • Ok, Hyun;Kim, Jin-Uk
    • The Journal of the Korea Contents Association
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    • v.13 no.12
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    • pp.1026-1035
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    • 2013
  • The construction field is implementing cost savings and business process improvements by adopting and applying various information technologies to secure the construction sector's technological competitiveness amid the economic recessions inside and outside South Korea. Therefore, affiliated agencies of the Ministry of Land, Infrastructure, and Transport are reinforcing transparency and efficiency in construction project management through informatization. These agencies are also performing construction project management and maintenance and management businesses by constructing various information systems to create higher added values and secure competitiveness. However, as the application of the constructed information system is limited to a portion of public construction projects, it is not yet possible to understand the whole status of the national infrastructures. Therefore, this paper aims to propose a construction information service plan, its future promotion method and procedure of application on the entire national infrastructures. This plan would be carried out by collecting, linking and fabricating the main construction information from the information systems of the affiliated agencies around the construction project information system(Construction CALS System) being applied at the organizations under the Ministry of Land, Infrastructure, and Transport. Such a plan is expected to facilitate effective project management and maintenance of public construction projects and serve as a useful tool for major decision making endeavors such as future policy planning. The proposed plan is also expected to facilitate the management and application of construction information from the construction up to the maintenance management of the national infrastructures.

Conservation of Buddhist Monk Samyeong's Geumran-gasa and Jangsam, the National Folklore Cultural Heritage No.29 (국가민속문화재 제29호 사명대사의 금란가사와 장삼의 과학적 조사와 보존)

  • Chung, Young Ran;An, Bo Yeon
    • Journal of Conservation Science
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    • v.33 no.6
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    • pp.443-456
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    • 2017
  • The Geumran-gasa (Kasaya) and Jangsam of the monk Samyeong are historical relics and were designated as object No.29, a Buddhist costume of the Joseon Dynasty, by the National Folklore Cultural Heritage, in 1973. In 1984, after being treated for the purposes of washing and preserving the shape of the garments, the object was kept in the Temple Museum of Pyochungsa, as their holding institution. However, regular inspection conducted by the Cultural Heritage Administration in 2013 determined the need for a re-treatment. The Geumran-gasa had been originally made with 25 strips, but it had been separated into two parts and many pieces were lost. A part of the collar in the Jangsam was lost as well. Therefore, both relics needed to be restored. The re-treatment process involved pre-investigation, washing, reinforcement fabric dyeing, restoration, and fumigation. In particular, we focused on reinforcing the damaged parts and restoring the missing parts by applying advanced materials and methods in order to restore the original form as much as possible. This conservation is the result of the re-treatment of the cultural properties by replacing the old material used in past treatments and applying advanced methods under the basic principle of reversibility in conservation treatment.

Static and Dynamic Analysis of Reinforced Concrete Axisymmetric Shell on the Elastic Foundation -Effect of Steel on the Dynamic Response- (탄성지반상에 놓인 철근 콘크리트 축대칭 쉘의 정적 및 동적 해석(IV) -축대칭 쉘의 동적 응답에 대한 철근의 영향을 중심으로-)

  • 조진구
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.39 no.4
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    • pp.106-113
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    • 1997
  • Dynamic loading of structures often causes excursions of stresses well into the inelastic range, and the influence of the geometric changes on the dynamic response is also significant in many cases. Therefore, both material and geometric nonlinearity effects should be considered in case that a dynamic load acts on the structure. A structure in a nuclear power plant is a structure of importance which puts emphasis on safety. A nuclear container is a pressure vessel subject to internal pressure and this structure is constructed by a reinforced concrete or a pre-stressed concrete. In this study, the material nonlinearity effect on the dynamic response is formulated by the elasto-viscoplastic model highly corresponding to the real behavior of the material. Also, the geometrically nonlinear behavior is taken into account using a total Lagrangian coordinate system, and the equilibrium equation of motion is numerically solved by a central difference scheme. The constitutive relation of concrete is modeled according to a Drucker-Prager yield criterion in compression. The reinforcing bars are modeled by a smeared layer at the location of reinforcements, and the steel layer model under Von Mises yield criteria is adopted to represent an elastic-plastic behavior. To investigate the dynamic response of a nuclear reinforced concrete containment structure, the steel-ratios of 0, 3, 5 and 10 percent, are considered. The results obtained from the analysis of an example were summarized as follows 1. As the steel-ratio increases, the amplitude and the period of the vertical displacements in apex of dome decreased. The Dynamic Magnification Factor(DMF) was some larger than that of the structure without steel. However, the regular trend was not found in the values of DMF. 2. The dynamic response of the vertical displacement and the radial displacement in the dome-wall junction were shown that the period of displacement in initial step decreased with the steel-ratio increases. Especially, the effect of the steel on the dynamic response of radial displacement disapeared almost. The values of DMF were 1.94, 2.5, 2.62 and 2.66, and the values increased with the steel-ratio. 3. The characteristics of the dynamic response of radial displacement in the mid-wall were similar to that of dome-wall junction. The values of DMF were 1.91, 2.11, 2.13 and 2.18, and the values increased with the steel-ratio. 4. The amplitude and the period of the hoop-stresses in the dome, the dome-wall junction, and the mid-wall were shown the decreased trend with the steel-ratio. The values of DMF were some larger than those of the structure without steel. However, the regular trend was not found in the values of DMF.

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Study of Monitoring Methods for Maintenance Management of Tailings Dams (광물찌꺼기 적치장 유지관리를 위한 모니터링 방안 연구)

  • Oh, Sam-Ju;Kim, Ki-Joon;Song, Jea-Yong;Choi, Uikyu
    • The Journal of Engineering Geology
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    • v.26 no.4
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    • pp.473-484
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    • 2016
  • This study aims to establish a monitoring method for managing the effective maintenance of tailings dams. The monitoring of a tailings dump area involves several parameters and their investigation through a selection of evaluation items. The extents of defects and progressive failures also need to be effectively estimated. Therefore, the monitoring items can be subdivided into categories relating to the retaining wall structure (concrete wall, reinforcing stone wall, mesh gabions) and general facilities (liner, covering soil, slope, tailings, rain protection facility, leachate, planting), and quantitative evaluations can then be conducted for each condition. In doing so, we developed a systematic monitoring method that assesses the dam maintenance condition with grades and scores. The field application of the monitoring method results showed it to provide a more detailed evaluation than existing monitoring methods: the method detected an additional 16 defects missed by conventional methods. The evaluation gave scores of 89.3, 22.2, and 27.8 to the Geumjang mine tailings dam, the Gupoong mine tailings dam, and the Hwachun mine tailings dam, respectively. The advanced method can provide quantitative evaluation and perform detailed monitoring of the dams. This quantitative evaluation can be used to decide on maintenance priorities, select the main management items, and establish schedules of maintenance.

Changes In Mechanical Strength of Compression HIP Screws in Relation to Design Variations - A Biomechanical Analysis

  • Moon S. J.;Lee H. S.;Jun S. C.;Jung T. G.;Ahn S. Y.;Lee H.;Lee S. J.
    • Journal of Biomedical Engineering Research
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    • v.26 no.2
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    • pp.123-127
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    • 2005
  • Compression Hip Screw (CHS) is one of the most widely-used prostheses for the treatment of intertrochanteric fractures because of its strong fixation capability. Fractures at the neck and screw holes are frequently noted as some of its clinical drawbacks, which warrant more in-depth biomechanical analysis on its design variables. The purpose of this study was to evaluate changes in the strength with respect to the changes in design such as the plate thickness and the number of screw holes. Both mechanical test and FEM analysis were used to systematically investigate the sensitivities of the above-mentioned design variables. For the first part of the mechanical test, CHS (n=20) were tested until failure. The CHS specimens were classified into four groups: Group Ⅰ was the control group with the neck thickness of 6-㎜ and 5 screw holes on the side plate, Group Ⅱ 6-㎜ thick and 8 holes, Group Ⅲ 7.5-㎜ thick and 5 holes, and Group Ⅳ 7.5-㎜ thick and 8 holes. Then, the fatigue test was done for each group by imparting 50% and 75% of the failure loads for one million cycles. For the FEM analysis, FE models were made for each group. Appropriate loading and boundary conditions were applied based on the failure test results. Stresses were assessed. Mechanical test results indicated that the failure strength increased dramatically by 80% with thicker plate. However, the strength remained unchanged or decreased slightly despite the increase in number of holes. These results indicated the higher sensitivity of plate thickness to the implant strength. No fatigue failures were observed which suggested the implant could withstand at least one million cycles of fatigue load regardless of the design changes. Our FEM results also supported the above results by showing a similar trend in stress as those of mechanical test. In summary, our biomechanical results were able to show that plate thickness could be a more important variable in design for reinforcing the strength of CHS than the number of screw holes.

The Analysis of Students' Mathematics Achievement by Applying Cognitive Diagnostic Model (인지진단모형을 활용한 수학 학업성취 결과 분석 -2011년 국가수준 학업성취도 평가 자료를 중심으로-)

  • Kim, HeeKyoung;Kim, Bumi
    • School Mathematics
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    • v.15 no.2
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    • pp.289-314
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    • 2013
  • Achievement profile by attribute in Korean students' mathematics was analyzed by applying cognitive diagnostic model, which is the newest measurement theory, to 2011 NAEA(National Assessment of Educational Assessment) results. The results are as follows. As the level of school is higher from 6th grade, 9th grade to 11th grade, the percentage of students mastering cognitive attribute 9(expressions using picture, table, graph, formula, symbol, writing, etc) drastically declined from 78%, 35% to 26%. It is necessary to have learning strategies to reinforce their abilities of expressing table, graph, etc. that higher graders in mathematics are more vulnerable to. Next, the property of mastering cognitive attributes according to gender, multi-cultural family was analyzed. In terms of mathematics, the percentage of girls mastering most of the attribute generally is higher than that of boys from 6th grade to 9th grade, however, boys show higher mastery in almost attributes than girls in the 11th grade. Compared to boys, the part where girls have the most trouble is attribute 9 in mathematics(expressions using picture, table, graph, formula, symbol, writing, etc). As international marriage, influx of foreign workers, etc. increase, the number of students from Korea's multi-cultural families is expected to be higher, therefore, identifying the characteristics of their educational achievement is significant in reinforcing Korea's basic achievement. In mathematics, gap of mastery level of attributes between multi-cultural group and ordinary group is more severe in higher grade and the type of multi-cultural group that needs supports for improving achievement most urgently changed in 6th grade, 9th grade and 11th grade respectively. In the 6th and 11th grade, migrant students from North Korea show the lowest level of mastering attributes, however, in the 9th grade, the mastery rate of immigrant students is lowest. Therefore, there is an implication that supporting plans for improving achievement of students from multi-cultural family should establish other strategies based on the characteristics of school level.

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Factors Contributing to Death Preparation in Community-Dwelling Elderly: Using Korean National Survey on Elderly 2014 (지역사회 거주 노인의 죽음준비 영향 요인: 2014 노인실태 조사 활용)

  • Lee, Ga-Eon;Jeon, Hye-Jeong;Yu, Jung-Ok
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.8
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    • pp.167-175
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    • 2018
  • The purpose of this study was to investigate the status and the factors associated with death preparation of in Community-Dwelling Elderlys. This study was secondary analysis using with 2014 National Survey on the Elderly in Korea. The number of respondents were 10,281. Data were analyzed with the x2 test, t-test and multiple logistic regression using the SPSS/WIN 23.0 program. 37.7% of respondents had done death preparation. The factors associated with death preparation were sex(CI=1.02-1.25), age(CI=1.90-2.28), living area(CI=1.21-1.45), education level(CI=1.16-1.42), spouse status(CI=1.50-3.22), economic level(CI=1.13-1.36), limit of activity(CI=1.11-1.40), life satisfaction(economic satisfaction(CI=1.17-1.35), children relationship satisfaction(CI=1.25-1.43), friends and neighborhood relationship satisfaction(CI=1.10-1.28)). Based on these results, it is necessary to develop programs for reinforcing elder's psychological death preparation for elders in community organization. To consider elder's characteristics like gender and living area.

A study on the optimal ventilation and smoke exhaust systems in case of fire in subway stations installed with PSD (PSD가 설치된 지하철 역사 내 화재 시 최적 배연시스템 연구)

  • Kim, Hyo-Gyu;Yoo, Ji-Oh;Kim, Doo-Young
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.2
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    • pp.527-539
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    • 2018
  • The subway used by many passengers is required to maintain a safe and comfortable environment and PSD (Platform Screen Door) must be installed in the platform after reinforcing the standard in 2003. In the previous research, in case of subway fire to control it, it is necessary to design the optimal ventilation and smoke exhaust system according to equipment capacity of the smoke exhaust system. Therefore, in this study, based on the results of previous research, three-dimensional numerical analysis was performed for the CO gas and smoke flow by the subway ventilation system in case of platform fire. As a result of this study, it was found that in case of emergency, if only the upper-level smoke exhaust system is activated, the risk of evacuation is high due to CO gas (653.8 ppm) and smoke concentration ($768.4mg/m^3$). And when all the smoke exhaust systems are activated and only the fire side PSD is opened, CO gas (36.0 ppm) and smoke concentration ($26.2mg/m^3$) are detected and the propagation range of smoke flow was reduced. When all the smoke exhaust systems are activated and only the fire side PSD is closed, it was analyzed as the most effective ventilation mode in the evacuation environment due to the absence of smoke-recirculation.

A study on the characteristics of tunnel deformation and support system according to tunnel portal reinforcement method (터널 갱구부 보강방법에 따른 터널 변형 및 지보재 응력특성에 관한 연구)

  • Moon, Kyoung-Sun;Seo, Yoon-Sic;Kang, Si-On;Kim, Sang-Hwan
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.3
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    • pp.625-639
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    • 2018
  • This study is about the reinforcing type of reinforcement method which is reinforced in tunnel portal of tunnel with bad ground condition. Generally, it is known that the horizontal reinforcement method is more effective than the conventional reinforcement method. However, as a limitation of the tunnel construction technology, it is being constructed by the superposition reinforcement method. In recent years, high-strength large-diameter steel pipes and horizontally oriented longitudes (L = 30.0~50.0 m) construction technology have been developed. Therefore, it is required to study reinforcement method of tunnel portal reinforcement method. Therefore, 3-D numerical analysis (Midas GTS NX 3D) was performed by setting the reinforcement method (No reinforcement type, overlap reinforcement type and horizontal reinforcement type) and ground condition as parameters. As a result, it was considered that the reinforcement effect was the largest as the horizontal reinforcement type of the reinforcement method was the smallest in the displacement and the support material stress. Based on the results of the numerical analysis, horizontal steel pipe grouting was applied to the actual tunnel site. The displacement of the tunnel portal and the stress of the support material occurred within the allowable values and were considered to ensure sufficient stability.

Food Functionality and Biological Activity of Processed Waters Produced during the Preparation of Fish Roe Concentrates by Cook-dried Process (Fish Roe Concentrates의 제조과정 중에 발생하는 Processed Waters의 식품기능성과 생리활성)

  • Yoon, In Seong;Lee, Gyoon-Woo;Kang, Sang In;Park, Sun Young;Kim, Jin-Soo;Heu, Min Soo
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.50 no.5
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    • pp.506-519
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    • 2017
  • This study evaluated the protein recovery and functional properties and biological activity of boiled and steamed process water (BPW and SPW, respectively) generated from the preparation of concentrated roe of bastard halibut (BH; Paralichthys olivaceus), skipjack tuna (ST; Katsuwonus pelamis), and yellowfin tuna (YT; Thunnus albacares) using the cook-dry process. The protein loss from the water extracts (EXT) of 100 g of roe protein was 15.05-19.71% and was significantly (P<0.05) higher than that of BPW (5.47-10.34%) and SPW (3.88-8.18%). The foam capacity of BPW (166-203%) and SPW (15-194%) was better than that of EXT. The emulsifying activity index of the original samples was lower than those ($15.40-107.86m^2/g$) of diluted protein samples. The 2,2-diphenyl-1-picrylhydrazyl (DPPH) radical scavenging activity and the reducing power of BPW and SPW were stronger than those of EXT. The 2,2'-azino-bis-3-ethylbenzothiazoline-6-sulfonic acid ($ABTS^+$) radical scavenging activity of EXT (0.028-0.045mg/mL) was significantly higher those of BPW and SPW. The angiotensin I-converting enzyme (ACE) inhibitory activity of SPW was the highest for BH (1.04 mg/mL), followed by YT and ST. The predominant amino acids in SPW were Glu, Ala, Leu, and His. These results demonstrate that processing water containing diluted organic components, including protein, can be consumed directly by humans as a functional reinforcing material after appropriate concentration processes.