• Title/Summary/Keyword: reinforcing effect

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Effects of Short-fiber Aspect Ratio and Diameter Ratio on Tensile Properties of Reinforced Rubber (단섬유 종횡비 및 직경비가 강화고무의 인장특성에 미치는 영향)

  • 류상렬;이동주
    • Composites Research
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    • v.16 no.2
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    • pp.18-25
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    • 2003
  • The tensile properties of short nylon6 fiber reinforced NR and SBR have been investigated as functions of fiber aspect ratio(AR), diameter ratio(DR), interphase condition, and fiber content. The tensile strength increased with increasing fiber AR(20 min.) and good interphase conditions. The short-fiber(DR=3 and AR=20 min.) reinforced SBR did not show the dilution effect for all interrhase conditions. And the short-fiber(DR=3 and AR=20min.) reinforced NR did not show the dilution effect except for the no-coating. The tensile moduli were significantly improved due to fiber AR. fiber content, and good interphase at same DR. The better interphase condition showed the higher pull-out force at same DR. Also, the stress analysis near the fiber end carried out using axisymmetric FEA to be convinced of the reinforcing mechanism. It is found that the fiber AR, interphase and DR have an important effect on tensile properties.

Effect of BangPungTongSungSan(BPTSS, 防風通聖散) on acute methamphetamine-induced locomotor activity and c-Fos expression in mice (방풍통성산(防風通聖散)의 급성 메스암페타민에 의한 보행성 행동량과 c-Fos발현에 대한 효과)

  • Shin, Ji-Seob;Jang, Eun-Young;Kim, Dan-Hyo;Kim, Sang-Chan;Kim, Kwang-Joong;Yang, Chae-Ha
    • Herbal Formula Science
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    • v.19 no.2
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    • pp.39-46
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    • 2011
  • Objectives : The BangPungTongSungSan(BPTSS) has been used as a therapeutic agent for cerebrovascular disease, cerebral hemorrhage, hypertension, diabetes and obesity in oriental medicine. The present study designed to investigate the effect of BPTSS on behavioral change and neuronal activation induced by acute methamphetamine(METH, 2 mg/kg, i.p.) in C57BL/6 mice. Methods : Mice received the oral administration of BPTTS(25, 50 and 100 mg/kg) 1 h prior to saline or METH administration. Locomotor activity was measured for 90 min using videotractking method and c-Fos expression, as marker of neuronal activation, was identified in a separate groups of mice by immunohistochemistry. Results and conclusions : Methamphetamine injection significantly increased locomotor activity and c-Fos expression in the nucleus accumbens and striatum. Interestingly, BPTTS(100 mg/kg) significantly suppressed locomotor activity and c-Fos expression in the nucleus accumbens and striatum by acute exposure to METH. These results suggest that BangPungTongSungSan may be effective in suppressing the reinforcing effect of methamphetamine by modulation neuronal activity.

Behavior of Failure on Agricultural Reservoirs Embankment by Riprap Reinforcement Method (Riprap으로 보강된 농업용 저수지 제체의 붕괴거동)

  • Lee, Dal Won;Noh, Jae Jin
    • Journal of The Korean Society of Agricultural Engineers
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    • v.56 no.6
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    • pp.63-73
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    • 2014
  • In this study, the large scale test was performed to investigate the behavior of failure on the embankment and spillway transitional zone by overtopping. The pore water pressure, earth pressure, settlement and failure behaviors according to several reinforcing method were compared and analyzed. The pore water pressure showed a small change in the spillway transition zone and core, indicating that the riprap and geotextile efficiently reinforced the embankment, but non-reinforcement showed a largely change in pore water pressure. The earth pressure by riprap and geotextile at upstream slope and bottom core increased rapidly with the infiltration of the pore water by overtopping. And the earth pressure at crest showed a smally change due to effect of the inclined core. A settlement by riprap showed a small change and the geotextile decreased a rapidly due to failure of crest. The width of failure by riprap at intermediate stage (50 min) showed a largely due to sliding of crest. But, the width and depth of the seepage erosion after the intermediate overtopping period (100 min) were very small due to the effect of riprap than geotextile and non-reinforcement which delayed failure. It has the effect that protect reservoir embankment from erosion in the central part. The pore water pressure at the spillway transition zone due to overtopping increased a rapidly in the case of non-reinforcement, but the reinforced methods by geotextile and riprap showed a smally change. Therefore, the reinforced method by riprap and geotextile was a very effective method to protect permanently and the emergency an embankment due to overtopping, respectively.

The Effect of Service Quality on E-Service Value, Customer Satisfaction and Loyalty in Internet Banking (인터넷뱅킹의 서비스품질이 e-서비스가치 및 고객만족과 고객충성도에 미치는 영향)

  • Chung, Ki Han;Park, Min Young;Shin, Jae Ik
    • Journal of Korea Society of Digital Industry and Information Management
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    • v.5 no.4
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    • pp.231-247
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    • 2009
  • With the growth of e-commerce banks make the best use of internet banking which can provide all sorts of financial services in cyber space and satisfy customers beyond traditional banking services which are cash reserve and loan based on retail. For survival of internet banking high quality of service should be provided to customers. For this, the attributes of service quality in internet banking should be identified first. The studies on scale of service quality in internet banking have been divided into two ways. While traditional way has focused on SERVQUAL, several researchers have developed scale of e-service quality. However, the dimension of e-service quality is applied from the traditional dimension of service quality. In this paper five dimensions of tangibles, reliability, responsiveness, assurance, and empathy based on SERVQUAL are used as scale of service quality in internet banking through reviewing previous studies. In addition, because service value is correlated to service quality, the dimensions of service quality can affect e-service value. The positive relationship among e-service value, customer satisfaction, and customer loyalty in online or offline service has been identified by previous studies. The purpose of this study is to identify the relationship among service quality, e-service value, customer satisfaction, and customer loyalty in internet banking. SPSS 12.0 is used to test validity and reliability of questionnaire items and correlation of variables and AMOS 4.0 is used to test the hypotheses. The results of this study show that the responsiveness, assurance, and empathy factors of service quality have a positive effect on service value and that the tangible and assurance factors have a positive effect on customer satisfaction. It also shows that e-service value affects positively customer satisfaction and loyalty. Customer satisfaction affects positively customer loyalty. Therefore, to enhance customer satisfaction and loyalty, service quality and value of internet banking should be improved through reinforcing customers' trust in internet service quality.

Modified Modulus of Elasticity of Concrete Column with Steel Bars (철근을 고려한 콘크리트 기둥의 수정탄성계수)

  • Yoon, Dong-Yong;Song, Hyung-Soo;Jang, Won-Seok;Min, Chang-Shik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.1
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    • pp.101-111
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    • 2005
  • In this study, it is investigated the modified modulus of elasticity of the reinforced concrete columns including the longitudinal reinforcing steels as well as the confinement effect of the core concrete due to the transverse reinforced steel through the literature reviews. Equations are derived in order to evaluate the modified modulus of elasticity for the reinforced compressive concrete including the confinement effect. The finite element analysis for the 20 story reinforced concrete building is undertaken as a case study depending on the steel ratio and modulus of elasticity, and the analysis results are discussed.

The Effect Of Leadership On Quality Of Service And The Job Satisfaction (리더십이 서비스품질 및 직무만족에 미치는 영향에 관한 연구)

  • Lee, Man-Ki
    • Management & Information Systems Review
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    • v.30 no.4
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    • pp.1-22
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    • 2011
  • The role of call center as public organizations introduce call center in has become very important in public services. Especially the leadership of the middle management at the call center in public organizations has become very essential in accordance with the increase of role of teamleader or managers. For this reason, in this research we want to know not only the impact relation teamleader's leadership have on the quality of services and job satisfaction as call center counsellors feel but also the impact relation the quality of callcenter counsellor's services at callcenter have on job satisfaction, and the mediating effect of services quality is examined in the relationship between leadership and job satisfaction Analyses showed that teamleader's leadership have influence on callcenter counsellors' job satisfaction and the quality of services and the quality of employees' services have a positive influence on job satisfaction, the mediating effect of services quality is certified in the relationship between leadership and job satisfaction. Therefore, to encourage the teamleaders' leadership at callcenter, the empowerment and an appropriate compensation need to be provided. Also to improve the quality of employee's services teamleaders ought to run the reinforcing cooperation program or various incentive program and job education need to be encourage and aligned.

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Electrical and Physical Properties of Magnetite-Filled NBR (마그네타이트가 충전된 NBR의 전기적 특성 및 물성 연구)

  • 최교창;이은경;최세영;박수진
    • Polymer(Korea)
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    • v.27 no.1
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    • pp.40-45
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    • 2003
  • In this work, the effect of different contents of $Fe_3O_4$ and temperature variation on the electrical conductivity ($\sigma$) in the polar acrylonitrile butadiene rubber (NBR)/$Fe_3O_4$ (magnetite) mixture system was investigated. It was found that the percolation threshold concept holds true for the conductive particle-filled composites where $\sigma$ indicates a nearly sharp increase when the concentration of magnetite in the mixture exceeds 22%. The temperature dependence of $\sigma$ was thermally activated below and at the percolation threshold ($P_c$). Magnetite acted as reinforcing and conductive filler for NBR. At room temperature and higher voltages, the electrical current was proportional to the square of voltage ($I{\propto}V^2$) for the composites which contain 30 phr of magnetite. Moreover, it was shown that the composites with magnetite of 50 phr showed the highest tensile strength and elongation at break, which was due to the formation of optimal physical interlock and crosslinking. The results of 100%, 200%, and 300% Young moduli said that the moduli are largely correlated with reinforcement effect of magnetite and viscosity of the blends from torque curve.

Employee ownership in Defined Contribution and the Effect of the Pension Protection Act of 2006 (확정기여형 연금에서의 우리사주와 2006년 연금보호법의 효과)

  • Park, Heejin
    • Journal of the Korea Convergence Society
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    • v.11 no.12
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    • pp.233-242
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    • 2020
  • We posit that employee ownership through defined contribution (DC) plans results in managerial entrenchment, and then examine the effect of the enactment of the Pension Protection Act of 2006 on the relation between the employee ownership and firm performance. By conducting Ordinary Least Square regression with the data from Form 5500 over the period of 1999-2014, we find that firms with large employee ownership increase their firm value measured by Tobin's Q after the adoption of the Act. These findings suggest that the adoption of the Act has been effective to mitigate the negative effect of managerial entrenchment by decreasing the employee ownership and reinforcing the fiduciary duty of plan trustees. Given the fact that we test the effects of the diversification rule on employee ownership using firm performance, further research could aim to examine the effects of the rule on employee ownership using stock return or market reaction.

A Study on the Seismic Reinforcement of a Low-Rise Building Using Sinusoidal Corrugated Web Members (사인파형 웨브주름 보강재를 이용한 저층건물의 내진보강에 관한 연구)

  • Jung, Dong Jo;Kim, Jin
    • Journal of the Korean Institute of Rural Architecture
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    • v.24 no.2
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    • pp.13-20
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    • 2022
  • In this study, a general low-rise building was selected to compare the new shear wall reinforcement method, which is a general method among the existing reinforcement methods, and the reinforcement method using sinusoidal corrugated web reinforcement. And it was confirmed that the following effects can be expected. Sinusoidal corrugated web members can be carried out in a short period of time as it does not require the removal of the masonry filling wall, the reinforcement of reinforcing bars, and the curing period of the concrete. It is effective in preventing damage that may occur when masonry filling wall is overturned in the out-of-plane direction, and the burden of the foundation is also reduced, and thus the construction period and cost required for reinforcement can greatly be reduced. By adjusting the number of sinusoidal corrugated web member, details of joints, and reinforcement positions, the flow of load can be induced to have an advantageous effect on the building. It can be considered as the most suitable reinforcement plan in terms of life safety. Unlike the shear wall that fills between the columns, the sinusoidal corrugated web members, which has a width of 1.5m, can install openings between two columns depending on the purpose of use, and can be expected to have a great effect in terms of usability due to its free installation location. As mentioned above, the seismic reinforcement using a sinusoidal corrugated web members, can expect great effect compared to conventional reinforcement methods in terms of usability, economic feasibility, and stability.

Assessment of Lateral Behavior of Steel-concrete Composite Piles Using Full-scale Model Tests (실대형 모형 실험을 이용한 강관합성 말뚝의 수평 거동 특성 평가)

  • Kwon, Hyungmin;Lee, Juhyung;Park, Jaehyu;Chung, Moonkyung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.5C
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    • pp.199-206
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    • 2009
  • This paper presents full scale model tests on the various types of model piles carried out to estimate the behavior of laterally loaded steel-concrete composite piles. Subgrade-reaction spring system was developed to simulate the reaction of ground in laboratory condition. In addition, lateral behavior of piles under working load condition was estimated using composite loading system, which is available for independent loading in vertical and horizontal direction. Steel-concrete composite piles showed higher efficiency in lateral resistance rather than drilled shaft made of reinforced concrete. The lateral resistance of composite pile was larger than the summation of steel pile and concrete pile due to the composite effect by steel casing. The effect of shear key or strength of concrete on the behavior of composite pile was examined. The substitution of reinforcing bar by steel casing was also investigated.