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Validity and Reliability of the Arabic Version of the Incivility in Nursing Education-Revised Scale
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Abstract<sec id="j_ijnes-2019-0074_s_001a_w2aab3b7c96b1b6b1aab1c14b1Aa"><title>Background

Incivility in nursing education can negatively affect the academic achievement. As there is no tool in Arabic to assess incivility among nursing students, there is a need for a valid and reliable tool.

Purpose

This study aimed to investigate the psychometric properties of the Arabic version of the Incivility in Nursing Education- Revised (INE-R) survey.

Method

This cross-sectional study was conducted in four universities in Iraq using a convenience sampling strategy. A translated Arabic version of the INE-R was used to assess its validity and reliability.

Results

Three hundred eighty-nine surveys were included in the analysis. The contrast validity was confirmed by using Exploratory Factor Analysis. The internal consistency was tested using Cronbach’s alpha, which showed the result of 0.87.

Conclusion

The Arabic version of the Incivility in Nursing Education- Revised is a valid and reliable scale. This scale can be used in Arab countries to assess incivility in nursing education.

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Mon Dec 30 2024
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French Language in Iraq: Study of the Relationship between University Education and Social Activities (The Case of the University of Baghdad)
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Cumhuriyet Üniversitesi Fen-Edebiyat Fakültesi Sosyal Bilimler Dergisi | Volume: 48 Issue: 2

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Reliability analysis of deteriorated post-tensioned concrete bridges: The case study of Ynys-y-Gwas bridge in UK
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Concrete structures are exposed to aggressive environmental conditions that lead to corrosion of the embedded reinforcement and pre-stressing steel. Consequently, the safety of concrete structures may be compromised, and this requires a significant budgets to repair and maintain critical infrastructure. Prediction of structural safety can lead to significant reductions in maintenance costs by maximizing the impact of investments. The aim of this paper is to establish a framework to assess the reliability of existing post-tensioned concrete bridges. A time-dependent reliability analysis of an existing post-tensioned involving the assessment of Ynys-y-Gwas bridge has been presented in this study. The main cause of failure of this bridge was c

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