• Title/Summary/Keyword: Long-term field test

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The convergence effects of nursing professionalism and Self-leadership on long-term nursing intentions of graduated nursing students (졸업학년 간호대학생의 간호전문직관, 셀프리더십이 간호직 장기근무 의도에 미치는 융합적 영향)

  • Choi, Suk-Kyong
    • Journal of the Korea Convergence Society
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    • v.13 no.5
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    • pp.413-424
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    • 2022
  • The purpose of this study was attempted to determine the effect of nursing professionalism and self-leadership on long-term work intentions for graduated nursing students. The subjects of this study were 217 graduated nursing students located in W city, and a structured questionnaire was used for the data collection period from November 29 to December 3, 2021. For data analysis, frequency, t-test, one-way ANOVA, Scheffe, Pearson's correlation coefficient, multiple regression using SAS 9.4 program. As a result of the study, the biggest influence factors on the long-term work intention of graduated nursing students were nursing professionalism and major satisfaction, followed by career planning, and explanatory power was 34.3%. Based on the results of this study, it is necessary to develop and operate various programs in the field of nursing education in order to improve the long-term intention of nursing students in graduation year. However, this study is meaningful in that it provided basic data to improve the long-term work intentions of nursing students in graduation year after identifying the level of long-term work intentions and checking factors affecting them.

Evaluation of Characteristics of Ground Anchor Using Large Scale Laboratory Test (실규모 실험을 이용한 그라운드 앵커의 거동 특성 평가)

  • Sangrae Lee;Seunghwan Seol
    • Journal of the Korean GEO-environmental Society
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    • v.24 no.11
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    • pp.19-24
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    • 2023
  • Ground anchor has been widely used specially for maintaining stability on reinforced cut slope in expressway. While the durability of the ground anchors should be ensured over the service life. However, the long-term loss of tensile force has occurred in most of field-installed anchors. Main causes are not clearly identified and very few studies have been made for analyzing long-term behavior of ground anchor in slopes. In this study, full-scale model tests and long-term measurements were made to obtain the load-displacement data and identified the causes of the long-term behaviors of ground anchor. As a result, the bond strength decreases exponentially with increasing water-binder ratio. Especially, groundwater is the most influencing factor to the bond strength. In the long-term behavior, the load decreases sharply until the initial settlement stabilized, and thereafter the tension force decreases constantly.

Whether Alzheimer's Disease is Responsive to a Single Oral Dose of Donepezil and this Response is Predictive Factor in Alzheimer's Disease (일회 Donepezil 투약이 알쯔하이머병 환자에 미치는 영향 및 반응군 예측 인자로서의 가능성)

  • Kwak, Yong-Tae;Yang, Young-Soon;Noh, Yong-Woo
    • Korean Journal of Biological Psychiatry
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    • v.18 no.1
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    • pp.36-45
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    • 2011
  • Objectives : Though a proportion of Alzheimer's disease(AD) patients treated with donepezil have shown positive response on cognition, but the responders' characteristics are still uncertain. This study attempts to identify whether a single oral dose of donepezil(5mg) can change cognition and the relationship between single dose responder items and long-term responder are examined. Methods : Twenty-three AD patients for single donepezil challenge study group and eleven AD patients for controls were participated in the study. Seven days after baseline study for neuropsychological test and EEG, same studies were rechecked after donepezil medication in study group. In donepezil study groups, 12 weeks after donepezil medication, neuropsychological test and EEG were rechecked. Results : After single donepezil challenge, forward digit span, Rey-Osterrieth Complex Figure Test copy, SVLT delayed recall were significantly improved, and beta spectra power in anterior, theta spectra power in posterior field were significantly decreased. According to linear regression analysis, forward digit span after single donepezil challenge was significantly positive correlated with long-term responders. Conclusions : This study suggests that single donepezil medication can significantly change cognitive functions and EEG in AD patients. Among these responsive items, forward digit span was significantly correlated with long-term responder.

Long-term care Employment Intention of Elderly Nursing College Students (졸업 학년 간호대학생의 노인장기요양 분야 취업의도 영향요인)

  • Hwang, Rah-Il;Kim, In-A
    • Journal of the Korea Convergence Society
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    • v.10 no.6
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    • pp.401-409
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    • 2019
  • The purpose of this study is to investigate factors affecting the long - term care - related employment intention of nursing students in graduation grade. The study design was a descriptive study. As a result, the average intention of employment at the long - term care institution for the elderly was 2.8. It differed according to the experience of living with the elderly, the degree of interest in the elderly problem, long-term care benefits for the elderly in the family, and the concern of the long - term care insurance system. Therefore, in order to induce nursing college students to work in the long-term care field of elderly people, it is necessary to operate various curriculum and comparative programs that can get interested in the elderly problem. and long-term care insurance.

Long-Term Performance Evaluation of a GFRP Slab Bridge (GFRP 슬래브 교량의 장기성능 평가)

  • Ji, Hyo-Seon
    • Journal of Korean Society of Steel Construction
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    • v.24 no.3
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    • pp.349-360
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    • 2012
  • This paper describes a detailed assessment of the structural safety, serviceability, capacity rating and long-term performance of a glass fiber-reinforced polymer (GFRP) slab bridge superstructure. This first all-GFRP slab bridge was installed in Korea on May 2002. The GFRP slab bridge is a simply supported, its length is 10.0 m, and is designed to carry two-lane traffic and has an overall width of 8.0m. The GFRP slab bridge is a sandwich structure with a corrugated core, fabricated by hand lay-up process with E-glass fibers and vinyl ester resins. The assessment of long-term performance for the GFRP slab bridge in 2004, 2011 includes a field load testing identical to that performed in 2002. The assessment indicates that the GFRP slab bridge has no structural problems and is structurally performing well in-service as expected. The assessment may provide a baseline data for the capacity ratings assessment of the GFRP slab bridge and also serve as part of a long-term performance of all-GFRP bridge superstructure.

Long Term Stability of Uncertainty Analysis of Light Oil Elow Standard System (장기 안정성을 고려한 경질유 유량표준장치 불확도 평가)

  • Lim, Ki-Won;Choi, Jong-Oh
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.29 no.10 s.241
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    • pp.1130-1138
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    • 2005
  • A national standard system for the petroleum field has been developed to calibrate and test the oil flow meters in Korea. The operating system and the uncertainty of the system were evaluated by the peer reviewers of foreign national metrology institutes in 2002. Since the characteristics of the system might be changed by time, the uncertainty of the system is reevaluated with the consideration of the long term stability of the system. It is found that the system has a relative expanded uncertainty of 0.048 $\%$ in the range of $15\~120\;m^3/h$. According to the uncertainty budget, the uncertainties of the fluid density and the final mass measurement, which are temperature dependent, contribute about $94\%$ of the total uncertainty in the oil flow standard system

A Study on a Mathematical Model of the Long-term Track Tamping Scheduling Problem (도상 다짐작업의 장기 일정계획 문제에 관한 수리적 모형 고찰)

  • Oh Seog-Moon;Lee Jeeha;Lee Hee-Up;Park Bum Hwan;Hong Soon-Heum
    • Journal of the Korean Society for Railway
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    • v.9 no.1 s.32
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    • pp.50-56
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    • 2006
  • This paper presents a mathematical model of the long-term track tamping scheduling problem in the Korean highspeed railway system. The presented model encompasses various operational field constraints, moreover improves a state-of-the-art model in extending the feasible space. We show the model is sized up to intractable scale, then propose another approximation model that is possible to handle with the present computer system and commercial optimization package, directly. The aggregated index, lot, is selected, considering the resolution of the planning horizon as well as scheduling purpose. Lastly, this paper presents two test results for the approximation model. The results expose the approximation model to quite promising in deploying it into an operational software program for the long-term track tamping scheduling problem.

Estimation of the Characteristics of Delayed Failure and Long-term Strength of Granite by Brazilian Disc Test (압열인장시험을 이용한 화강암의 지연파괴특성 및 장기안정성 평가)

  • Jung, Yong-Bok;Cheon, Dae-Sung;Park, Eui-Seob;Park, Chan;Lee, Yun-Su;Park, Chul-Whan;Choi, Byung-Hee
    • Tunnel and Underground Space
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    • v.24 no.1
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    • pp.67-80
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    • 2014
  • Long-term stability and delayed failure of granite were evaluated through the laboratory test based on Wilkins method and Brazilian disc test (BDT) which yields tensile strength, mode I fracture toughness and subcritical crack growth parameters. Then, the long-term strength of granite was estimated by using analytical models and long-term stability of compressed air-energy storage (CAES) pilot cavern pressurized up to 5 ~ 6 MPa was evaluated using numerical code, FRACOD with the determined subcritical crack growth parameters. The results of test and analyses showed that the subcritical crack growth index, n was determined as 29.39 and the inner pressure of 5 ~ 6 MPa had an insignificant effect on the long-term stability of pilot cavern. It was also found that the measurement and analysis of acoustic emission events can describe the accumulation of damage due to subcritical crack growth quantitatively. That is, AE monitoring can provide the current status of rock under loading if we make an identical installation condition in the field with that of the laboratory test.

The Formation and Characteristics of Laser CVD SiON Films (Laser CVD에 의한 SiON막의 형성과 그 특성)

  • Kwon, Bong-Jae;Park, Jong-Wook;Cheon, Young-Il;Lee, Cheol-Jin;Park, Ji-Soon;Sung, Yung-Kwon
    • Proceedings of the KIEE Conference
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    • 1991.11a
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    • pp.241-244
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    • 1991
  • In this paper, we introduced Silicon Oxynitride films deposited by Laser CVD, and evaluated the electrical breakdown of these films by TZDB(Time Zero Dielectric Breakdown) and TDDB(Time Dependent Dielectric Breakdown) test. In addition, high frequency C-V test was done in order to calculate hysterisis and flatband voltage(before and after electric field stress). Failure times against eletric field are examined and electric field accelation factor $\beta$ are obtained, and long term reliability was also described by extrapolating into life time in the operating voltage(5V). In this experiments, the deposited films with increased temperature represented small flatband voltage, hysterisis and favorable breakdown characteristics, this is why the hydrogen in the film was decreased and the film was densified, long term reliability was good in the laser CVD SiON films.

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Long-term strength of shotcrete with improved C12A7 based mineral accelerator (개량형 C12A7계 광물계 급결제를 사용한 숏크리트의 장기강도 평가)

  • Won, Jong-Pil;Hwang, Un-Jong;Lee, Su-Jin;Lee, Jae-Ho;Jang, Seok-Bu
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.16 no.2
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    • pp.135-148
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    • 2014
  • This study was performed to evaluate the performance about Improved C12A7 based mineral accelerator (ICM) increased in initial and long-term strength. ICM was developed to overcome the long-term strength decrease in existing accelerator. To evaluate the performance of ICM according to addition rate, setting time, compressive strength, and flexural strength tests were conducted in laboratory. In results, initial setting time was slower, final setting time was faster than existing $C_{12}A_7$ based mineral accelerator (CM) when usage of ICM 6%. In compressive and flexural strength, existing CM was higher than ICM at 3hours and 1day. After 7days, strength of shotcrete using ICM was increased. Rebound test, compressive strength and flexural strength test with optimum addition rate through the laboratory test were conducted in field. Field experiment results were the same as laboratory test. Long-term strength performance of ICM was superior to existing accelerator.