首页|城市基础设施灾害应对行为的影响因素分析——基于保护动机理论

城市基础设施灾害应对行为的影响因素分析——基于保护动机理论

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近年来,城市基础设施的防灾减灾工作日益受到国内外广泛关注和高度重视,灾害风险评估和应急响应等研究也成为热点问题,决策者风险知识的局限性以及风险感知的差异都制约着应急响应功能的发挥.为了提升基础设施管理人员的风险感知敏锐度,提高应急响应效能,本研究采用偏最小二乘结构方程模型(PLS-SEM)方法对影响管理人员灾害应对行为的主要因素进行研究.首先,结合相关文献和理论构建模型;其次,通过对196份有效问卷数据的分析检验模型.研究结果表明,管理人员的灾害经历与风险感知呈显著负相关,与效能感呈显著正相关;同时,管理人员的灾害经历和知识水平会通过效能感的中介作用显著影响应对行为.根据研究结论,提出了引导管理人员采取灾害应对行为的建议.
Analysis of Influencing Factors of Urban Infrastructure Disaster Response Behavior Based on Protection Motivation Theory
In recent years,disaster prevention and mitigation of urban infrastructure has received ex-tensive attention and high priority at home and abroad,and research on disaster risk assessment and emergency response has also become a hot issue.The limitation of risk knowledge and the differences in decision makers'risk perception all constrain the performance of emergency response functions.In order to enhance the risk perception acuity of infrastructure managers and improve the emergency re-sponse efficiency,this study adopted Partial Least Squares Structural Equation Modeling(PLS-SEM)to investigate the main factors affecting managers'disaster response behavior.Firstly,the model was constructed based on relevant literature and theories.Secondly,the model was tested by analyzing 196 valid questionnaire data.The results show that the disaster experience of managers is significantly neg-atively correlated with risk perception and significantly positively correlated with self-efficacy.Mean-while,managers'disaster experience and knowledge level will significantly affect response behavior through the mediating role of self-efficacy.According to the findings of the study,recommendations were put forward to guide managers to adopt disaster response behaviors.

infrastructure disasterknowledgeself-efficacyresponse behaviorPLS-SEM

谢琳琳、吴思思、陈镇涛、孙莹、雷立基、江佳希、晁柱

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华南理工大学 亚热带建筑与城市科学全国重点实验室,广东 广州 510640

基础设施灾害 知识水平 效能感 应对行为 偏最小二乘结构方程模型

国家自然科学基金华南理工大学亚热带建筑与城市科学全国重点实验室开放基金

722710972022ZB15

2024

土木工程与管理学报
华中科技大学

土木工程与管理学报

CSTPCDCHSSCD
影响因子:0.837
ISSN:2095-0985
年,卷(期):2024.41(1)
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