基于非完美维修和韧性提升理念的震损结构性能恢复策略

PERFORMANCE RECOVERY STRATEGY OF SEISMIC-DAMAGED STRUCTURES upon IMPERFECT MAINTENANCE ANDRESILIENCE IMPROVEMENT

  • 摘要: 根据震害评估结果及可用的修复资源和修复时间确定最优的应急修复策略,能够有效提高震损结构的抗震性能。为此,该文对多种构件、结构层面的损伤指标或模型及其适用条件进行归纳及对比。鉴于震后可用修复资源和修复时间有限的真实条件,提出震损结构最优非完美维修策略的确定方法和流程,并在此基础上提出考虑抗震韧性的最优修复次序确定方法。最后,建议引入一致风险谱对震损结构进行地震易损性分析及修复效果对比。以5层钢筋混凝土框架结构为例,进行震损修复分析和韧性评价,结果表明:依据该文所提最优非完美维修策略确定方法来制定震损结构的应急修复策略,能够在满足约束条件的前提下有效提高结构的抗震性能;考虑抗震韧性的最优修复次序确定方法,可保证在修复过程中最快速地提高震损结构的抗震性能;考虑一致倒塌风险的地震易损性分析结果表明,对震损结构进行修复可有效降低结构发生倒塌的风险。上述研究可为实际震损结构的应急修复提供建议。

     

    Abstract: The best emergency repair strategy is determined according to the results of damage assessment, available repair resources and, repair time, which can effectively improve the seismic performance of seismic-damaged structures. In this study, various damage indexes or models of member-level and structure-level and their applicable conditions are summarized and compared. In view of the fact that the available repair resources and repair time after an earthquake are limited, the method and process for determining the optimal imperfect maintenance strategy of seismic-damaged structures are introduced. On this basis, the method for determining the optimal repair sequence considering seismic resilience is proposed. Finally, it is recommended to introduce the uniform risk spectrum to analyze the seismic fragility of seismic-damaged structures and to compare the repair effects. Taking a 5-storey reinforced concrete frame structure as an example, the repair analysis and resilience evaluation are carried out. The results show that: the emergency repair strategy of seismic-damaged structure based on the optimal imperfect maintenance strategy proposed can effectively improve the seismic performance of structures under the premise of meeting the constraints; the method of determining the optimal repair sequence considering seismic resilience can ensure that the seismic performance of seismic-damaged structure can be improved most rapidly during the repair process; the results of seismic fragility analysis considering uniform collapse risk confirm that the collapse risk can be effectively reduced by repairing seismic-damaged structures. And above research can provide suggestions for the emergency repair of seismic-damaged structures.

     

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