• Title/Summary/Keyword: EBR

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Hepatoprotective Effect of Ethanol Extract of xBrassicaraphanus on Liver Injury in Rats Treated by D-galactosamine (배무채 에탄올층의 D-galactosamine 간손상에 대한 보호효과)

  • Rhee, Yun-Hee;Lee, Eun-ok;Lee, Hyo-Jung;Shim, Bum-Sang;Ahn, Kyoo-Seok;Choi, Jong-Won;Lee, Soo-Seong;Yoon, Byong-Su;Kim, Sung-Hoon
    • Journal of Physiology & Pathology in Korean Medicine
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    • v.21 no.6
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    • pp.1388-1393
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    • 2007
  • The protective effect of xBrassicoraphanus (BR) on liver inhury was evaluated in the rats with liver injury induced by i.p. injection of D-galactosamine (GalN) following 2 week oral treatment of ethanol extract of xBrassicoraphanus (EBR). EBR (200 mg/kg) significantly suppressed the levels of ALT, AST, SDH, ${\gamma}-GT$, ALP, LDH and lipid peroxidation compared with GalN treated control, while EBR at 100 mg/kg significantly suppressed AST and ${\gamma}-GT$. Similarly, EBR at 200 mg/kg significantly attenuated the levels of Phase I enzymes such as XO, AO, AH and AD as well as significantly increased the levels of Phase II enzymes such as SOD, catalase and GSH-Px in the GalN treated rats. Taken together, these results indicate that the ethanol extract of xBrassicoraphanus may have a hepatoprotective effect against GalN induced liver injury, suggesting the ethanol extract of xBrassicoraphanus can be applied as hepatoprotective functional food. However, its mechanism should be further studied in molecular and cellular view points.

Verification of SARAX code system in the reactor core transient calculation based on the simplified EBR-II benchmark

  • Jia, Xiaoqian;Zheng, Youqi;Du, Xianna;Wang, Yongping;Chen, Jianda
    • Nuclear Engineering and Technology
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    • v.54 no.5
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    • pp.1813-1824
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    • 2022
  • This paper shows the verification work of SARAX code system in the reactor core transient calculation based on the simplified EBR-II Benchmark. The SARAX code system is an analysis package developed by Xi'an Jiaotong University and aims at the advanced reactor R&D. In this work, a neutron-photon coupled power calculation model and a spatial-dependent reactivity feedback model were introduced. To verify the models used in SARAX, the EBR-II SHRT-45R test was simplified to an ULOF transient with an input flowrate change curve by fitting from reference. With the neutron-photon coupled power calculation model, SARAX gave close results in both power fraction and peak power prediction to the reference results. The location of the hottest assembly from SARAX and reference are the same and the relative power deviation of the hottest assembly is 2.6%. As for transient analysis, compared with experimental results and other calculated results, SARAX presents coincident results both in trend and absolute value. The minimum value of core net reactivity during the transient agreed well with the reported results, which ranged from -0.3$ to -0.35$. The results verify the models in SARAX, which are correct and able to simulate the in-core transient with reliable accuracy.

Effects of Filler Types and Content on Shrinkage Behavior of Polypropylene Composites

  • Jung, Chun-Sik;Hwang, Seok-Ho
    • Elastomers and Composites
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    • v.57 no.3
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    • pp.107-113
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    • 2022
  • The effects of fillers [talc, calcium carbonate, glass fiber, and EBR (ethylene-butene rubber)] on the shrinkage and mechanical properties of injection-molded polypropylene composites were investigated. The shrinkage correlated with the shape of the filler particles: at the same amount added, glass fibers with a large aspect ratio had the greatest effect on the shrinkage of polypropylene composites, followed by flake-shaped talc and granular calcium carbonate. It was confirmed that the addition of EBR rubber as an impact strength modifier reduced shrinkage proportionally to the added content. In addition, the addition of glass fiber resulted in the greatest increases in tensile and flexural strengths.

Generalized BER Analysis of Arbitrary Rectangular QAM (임의의 사각형 QAM의 일반화된 비트 오율 분석)

  • Yoon Dong-Weon;Cho, Kyong-Kuk;Suh, Ki-Bum
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.27 no.10A
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    • pp.962-968
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    • 2002
  • Reliable high-speed data communications over insufficient channel bandwidth is one of the major challenges of harsh wireless environments that push the achievable spectral efficiency far below its theoretical limits. A Quadrature amplitude modulation (QAM) scheme is a userful modulation technique for achieving high data rate transmission without increasing the bandwidth of wireless communication systems. The exact general bit error rate (BER) expression of arbitrary rectangular quadrature amplitude modulation has not yet been derived. In this paper, a generalized closed-form expression for the BER performance of rectangular QAM with Gray code bit mapping is derived and analyzed in the presence of additive white Gaussian noise (AWGN) channel. First we analyze the BER performance of an I-ary PAM scheme. Regular patterns in the k-th bit error probability are observed while developing the EBR expression. From these patterns we provide the exact and general closed-from EBR expression of an I-ary PAM. Then we present a general closed-from expression for BER of an arbitrary IXJ rectangular QAM by considering that this signaling format consists of two PAM scheme, i.e., I-ary and J-ary PAM. A simple approximate BER expression for rectangular QAM is given as well.

Evaluation of Behavior and Ductility of Reinforced Concrete Beams Strengthened With AFRP (AFRP로 보강된 철근콘크리트 보의 휨 거동과 연성도 평가)

  • Kim, Jun-Won;Kim, Tae-Wan;Hong, Sung-Nam;Park, Sun-Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.2 s.54
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    • pp.206-214
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    • 2009
  • Due to its outstanding feature, FRP is used widely for the material of strengthening in USA and Japan recently, and there have been active researches in korea as well. This study evaluates the behavior and ductility of each structure experiment using EBR and NSMR strengthening method with different AFRP types and strengthening area. There was the biggest increase in the load when the strengthening area is expanded showing a brittle aspect, and eventually the immature failure occurred. With regard to the methods, it is found that the NSMR method is more effective to strengthen the structure, and the uneven surface causes ductile failure.

A Study of File Replacement Policy in Data Grid Environments (데이터 그리드 환경에서 파일 교체 정책 연구)

  • Park, Hong-Jin
    • The KIPS Transactions:PartA
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    • v.13A no.6 s.103
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    • pp.511-516
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    • 2006
  • The data grid computing provides geographically distributed storage resources to solve computational problems with large-scale data. Unlike cache replacement policies in virtual memory or web-caching replacement, an optimal file replacement policy for data grids is the one of the important problems by the fact that file size is very large. The traditional file replacement policies such as LRU(Least Recently Used) LCB-K(Least Cost Beneficial based on K), EBR(Economic-based cache replacement), LVCT(Least Value-based on Caching Time) have the problem that they have to predict requests or need additional resources to file replacement. To solve theses problems, this paper propose SBR-k(Sized-based replacement-k) that replaces files based on file size. The results of the simulation show that the proposed policy performs better than traditional policies.

Experimental study on effect of EBRIG shear strengthening method on the behavior of RC beams

  • Shomali, Amir;Mostofinejad, Davood;Esfahani, Mohammad Reza
    • Advances in concrete construction
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    • v.8 no.2
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    • pp.145-154
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    • 2019
  • The present experimental study addresses the structural response of reinforced concrete (RC) beams strengthened in shear. Thirteen RC beams were divided into four different sets to investigate the effect of transverse and longitudinal steel reinforcement ratios, concrete compressive strength change and orientation for installing carbon fiber-reinforced polymer (CFRP) laminates. Then, we employed a shear strengthening solution through externally bonded reinforcement in grooves (EBRIG) and externally bonded reinforcement (EBR) techniques. In this regard, rectangular beams of $200{\times}300{\times}2000mm$ dimensions were subjected to the 4-point static loading condition and their load-displacement curves, load-carrying capacity and ductility changes were compared. The results revealed that using EBRIG method, the gain percentage augmented with the increase in the longitudinal reinforcement ratio. Also, in the RC beams with stirrups, the gain in shear strength decreased as transverse reinforcement ratio increased. The results also revealed that the shear resistance obtained by the experimental tests were in acceptable agreement with the design equations. Besides, the results of this research indicated that using the EBRIG system through vertical grooves in RC beams with and without stirrups caused the energy absorption to increase about 85% and 97%, respectively, relative to the control.

Shear strengthening of deficient concrete beams with marine grade aluminium alloy plates

  • Abu-Obeidah, Adi S.;Abdalla, Jamal A.;Hawileh, Rami A.
    • Advances in concrete construction
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    • v.7 no.4
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    • pp.249-262
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    • 2019
  • In this study, high strength aluminum alloys (AA) plates are proposed as a new construction material for strengthening reinforced concrete (RC) beams. The purpose of this investigation is to evaluate AA plate's suitability as externally bonded reinforcing (EBR) materials for retrofitting shear deficient beams. A total of twenty RC beams designed to fail in shear were strengthened with different spacing and orientations. The specimens were loaded with four-points loading till failure. The considered outcome parameters included load carrying capacity, deflection, strain in plates, and failure modes. The results of all tested beams showed an increase up to 37% in the load carrying capacity and also an increase in deflection compared to the control un-strengthened beams. This demonstrated the potential of adopting AA plates as EBR material. Finally, the shear contribution from the AA plates was predicted using the models available in the ACI440-08, TR55 and FIB14 design code for fiber reinforced polymer (FRP) plates. The predicted results were compared to experimental testing data with the ratio of the experimentally measured ultimate load to predicted load, range on the average, between 93% and 97%.

Fabrication of Superhydrophobic Film with Uniform Structures Using Two Step Lithography and Nanosilica Coating (Two step lithography와 나노 실리카 코팅을 이용한 초발수 필름 제작)

  • Yu, Chaerin;Lee, Dong-Weon
    • Journal of Sensor Science and Technology
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    • v.28 no.4
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    • pp.251-255
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    • 2019
  • We propose a two-step lithography process to minimize edge-bead issues caused by thick photoresist (PR) coating. In the conventional PR process, the edge bead can be efficiently removed by applying an edge-bead removal (EBR) process while rotating the silicon wafer at a high speed. However, applying conventional EBR to the production of desired PR mold with unique negative patterns cannot be used because a lower rpm of spin coating and a lower temperature in the soft bake process are required. To overcome this problem, a two-step lithography process was developed in this study and applied to the fabrication of a polydimethylsiloxane (PDMS) film having super-hydrophobic characteristics. Following UV exposure with a first photomask, the exposed part of the silicon wafer was selectively removed by applying a PR developer while rotating at a low rpm. Then, unique PR mold structures were prepared by employing an additional under-exposure process with a second mask, and the mold patterns were transferred to the PDMS. Results showed that the fabricated PDMS film based on the two-step lithography process reduced the height difference from 23% to 5%. In addition, the water contact angle was greatly improved by spraying of hydrophobic nanosilica on the dual-scaled PDMS surface.

SBR-k(Sized-base replacement-k) : File Replacement in Data Grid Environments (SBR-k(Sized-based replacement-k) : 데이터 그리드 환경에서 파일 교체)

  • Park, Hong-Jin
    • The Journal of the Korea Contents Association
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    • v.8 no.11
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    • pp.57-64
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    • 2008
  • The data grid computing provides geographically distributed storage resources to solve computational problems with large-scale data. Unlike cache replacement policies in virtual memory or web-caching replacement, an optimal file replacement policy for data grids is the one of the important problems by the fact that file size is very large. The traditional file replacement policies such as LRU(Least Recently Used), LCB-K(Least Cost Beneficial based on K), EBR(Economic-based cache replacement), LVCT(Least Value-based on Caching Time) have the problem that they have to predict requests or need additional resources to file replacement. To solve theses problems, this paper propose SBR-k(Sized-based replacement-k) that replaces files based on file size. The proposed policy considers file size to reduce the number of files corresponding to a requested file rather than forecasting the uncertain future for replacement. The results of the simulation show that hit ratio was similar when the cache size was small, but the proposed policy was superior to traditional policies when the cache size was large.