9 research outputs found

    ๋ฐฑ์„œ ๋‘๊ฐœ๊ณจ ๊ฒฐ์†๋ถ€์—์„œ Biphasic Calcium Phosphate ์ œ์ž‘๋ฐฉ๋ฒ•์— ๋”ฐ๋ฅธ ๊ณจ ํ˜•์„ฑ ํšจ๊ณผ ๋น„๊ต

    No full text
    Dept. of Dental Science/์„์‚ฌThe purpose of this study is to compare and evaluate the bone regeneration effect and histological result of BCP(biphasic calcium phosphate) with varying methods of material preparation in rabbit calvarial defect. Ten adult male New Zealand rabbits were used in the experiment. Four defects with diameter of 8mm each were formed at the rabbit calvaria and BCPs manufactured with each different material preparation methods were applied in three defects.A BCP used in the first coating group was prepared by coating beta-tricalcium phosphate on HA scaffold surface manufactured with Replica method. The second BCP used in the sacrificial group was prepared by manufacturing biphasic scaffold with sacrificial template method and the third BCP in the foaming group by manufacturing biphasic scaffold with direct foaming method.Four defects were classified as the followings. Group 1(control): bone grafts not applied, Group2 (Coating group): BCP preparation method was replica method and the ratio of hydroxyapatite/beta-tricalcium phosphate (HA/ฮฒ-TCP) was 7:3. Group3 (Sacrificial group): BCP preparation method was Sacrificial template method and the ratio of HA/ฮฒ-TCP was 3:7. Group4 (Foaming group): BCP preparation method was direct foaming method and the ratio of HA/ฮฒ-TCP was 2:8. The animals used in the experiment were sacrificed at 2 week(N=5) and 8 week(N=5).In the histological and histometric measurement results, BCPs used in the three groups showed high space maintenance ability and stability of particles. Compared to the coating group, the sacrificial group and foaming group showed significantly high bone graft resorption rate and especially in the foaming group the largest bone graft resorption rate was shown at 2 and 8 week period and bone regeneration was very even. However, no significant statistical difference in resorption rate and bone regeneration between sacrificial and foaming groups was shown.ope

    ํ† ๋ฅ˜๊ตฌ์กฐ๋ฌผ ์„ค๊ณ„์‹œ ์ง€๋ฐ˜ ๋ฌผ์„ฑ์น˜ ์‚ฐ์ •์— ๊ด€ํ•œ ์—ฐ๊ตฌ

    No full text
    ํ•™์œ„๋…ผ๋ฌธ(์„์‚ฌ)--์„œ์šธๅคงๅญธๆ ก ๅคงๅญธ้™ข :ๅœŸๆœจๅทฅๅญธ็ง‘,1995.Maste

    ํ•™์ˆ ๋Œ€์ƒ

    No full text

    ์›์ž๋ถ„์ž๋ฌผ๋ฆฌํ•™์ƒ

    No full text

    Analysis on the Function of the Ground or Lifted Floor Building of Korean Bronze Age

    No full text

    End Bearing Behavior of Drilled Shafts in Rock

    Get PDF
    The end bearing behavior of piles socketed in weathered/soft rock is generally dependent upon the mass conditions of rock with fractures rather than the strength of intact rock. However, there are available data and little guidance in the prediction of the end bearing capacity of drilled shafts socketed in weathered/soft rock, considering rock mass weathering. Therefore, a database of 13 load tests was constructed 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, Em Eur, RMR, RQD) was found to be highly correlated with the base reaction modulus, showing the coefficients of correlation greather than 0.7 in most cases. Additinally, the applicability of existing methods for the end bearing capacity of pile in rock was verified by comparison with the field test data

    Analysis of the Role of ESS for Expanding the Renewable Energy Supply : From Energy and Environmental Perspectives

    No full text
    ๊ธฐํ›„๋ณ€ํ™”๋Œ€์‘ ๋ฐ ๋ฏธ์„ธ๋จผ์ง€ ๋“ฑ์˜ ํ™˜๊ฒฝ๋ฌธ์ œ ํ•ด๊ฒฐ์„ ์œ„ํ•˜์—ฌ ์žฌ์ƒ์—๋„ˆ์ง€ ๋ณด๊ธ‰ ๋น„์ค‘ ํ™•๋Œ€๊ฐ€ ํ•„์š”ํ•˜๋‹ค๋Š” ๊ณต๊ฐ๋Œ€๊ฐ€ํ˜•์„ฑ๋˜๊ณ  ์žˆ์œผ๋‚˜, ํƒœ์–‘๊ด‘๊ณผ ํ’๋ ฅ์˜ ๋†’์€ ์ถœ๋ ฅ ๋ณ€๋™์„ฑ์œผ๋กœ ์ธํ•œ ์ „๋ ฅ์‹œ์Šคํ…œ ์•ˆ์ •์„ฑ ์ €ํ•˜์— ๋Œ€ํ•œ ์šฐ๋ ค ์—ญ์‹œ ์ฆ๋Œ€๋˜๊ณ  ์žˆ๋‹ค. ์ด์— ๋”ฐ๋ผ ๋ณ€๋™์„ฑ ๋Œ€์‘์„ ์œ„ํ•œ ๊ธฐ์ˆ ์  ์ˆ˜๋‹จ์œผ๋กœ์„œ ESS(Energy Storage System)๊ฐ€ ์ฃผ๋ชฉ๋ฐ›๊ณ  ์žˆ์œผ๋‚˜, ESS ๋„์ž…์— ๋”ฐ๋ฅธ ๊ตฌ์ฒด์ ์ธ ํšจ๊ณผ์— ๋Œ€ํ•œ ์ •๋Ÿ‰์ ์ธ ๋ถ„์„์€ ๋ถ€์กฑํ•˜๋‹ค. ๋”ฐ๋ผ์„œ ๋ณธ ๋ถ„์„์€ ๋Œ€ํ‘œ์  ์ƒํ–ฅ์‹ ๋ถ„์„๋ชจํ˜•์ธ TIMES ๋ชจํ˜•์„ ์ด์šฉํ•˜์—ฌ ์žฌ์ƒ์—๋„ˆ์ง€ ๋ณด๊ธ‰ ์‹œ๋‚˜๋ฆฌ์˜ค ๋ณ„ ESS์˜ ์—๋„ˆ์ง€ยท ํ™˜๊ฒฝ ์ธก๋ฉด ํŒŒ๊ธ‰ํšจ๊ณผ๋ฅผ ์ •๋Ÿ‰์ ์œผ๋กœ ๋ถ„์„ํ•˜์˜€๋‹ค. ๊ทธ ๊ฒฐ๊ณผ ESS๋Š” ์žฌ์ƒ์—๋„ˆ์ง€ ๋ณด๊ธ‰ ํ™•๋Œ€ ๋ฟ๋งŒ ์•„๋‹ˆ๋ผ ์ „๋ ฅ์‹œ์Šคํ…œ์˜ ํšจ์œจํ–ฅ์ƒ์— ํฌ๊ฒŒ ๊ธฐ์—ฌํ•  ์ˆ˜ ์žˆ๋Š” ๊ธฐ์ˆ ๋กœ์„œ, ESS ๋„์ž…์„ ํ†ตํ•˜์—ฌ ๋†’์€ ์ˆ˜์ค€์˜ ์žฌ์ƒ์—๋„ˆ์ง€ ๋น„์ค‘์—์„œ ๋ฐœ์ƒํ•  ์ˆ˜ ์žˆ๋Š” ์ดˆ๊ณผ์ „๋ ฅ ์ƒ์‚ฐ(์ถœ๋ ฅ ์ œํ•œ๋Ÿ‰)์„ํšจ๊ณผ์ ์œผ๋กœ ์–ต์ œํ•  ์ˆ˜ ์žˆ์„ ๊ฒƒ์œผ๋กœ ๋ถ„์„๋˜์—ˆ๋‹ค. ๋˜ํ•œ ESS๋Š” ์„ํƒ„ํ™”๋ ฅ ๋ฐœ์ „์†Œ์˜ ๊ฐ€๋™์œจ์— ๋Œ€ํ•œ ์ ์ ˆํ•œ ๊ทœ์ œ๊ฐ€๋™๋ฐ˜๋˜๋Š” ๊ฒฝ์šฐ ์˜จ์‹ค๊ฐ€์Šค ๊ฐ์ถ•์—๋„ ํฌ๊ฒŒ ๊ธฐ์—ฌํ•  ์ˆ˜ ์žˆ์„ ๊ฒƒ์œผ๋กœ ๋ถ„์„๋˜์—ˆ๋‹ค.22Nkc
    corecore