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基于多重性能水准的直立锁缝屋面系统风灾易损性分析
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Wind Fragility Analysis of Standing Seam Roof System Based on Multistage Performance Levels
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    摘要:

    直立锁缝屋面系统作为风敏感结构,在不同等级风荷载作用下,易遭受不同程度的损伤甚至破坏. 为减少风灾损失,提出了基于多重性能水准的直立锁缝屋面系统风灾易损性分析方法. 通过建立直立锁缝屋面系统力学模型分析其失效模式以及风致破坏过程,提出以屋面板大肋边节点相对位移作为量化指标,划分并推导了三阶段性能水准及量化模型;结合概率可靠度的风灾易损性分析方法,并以某典型工程为例进行直立锁缝屋面系统风灾易损性分析. 算例结果表明,本文方法获得的易损性曲线能很好地预测直立锁缝屋面系统损伤状态,其中轻度损伤、中度损伤、重度损伤以及风揭破坏状态对应的风速范围分别为0~14.9 m/s、20~26.8 m/s、30~46.9 m/s和大于46.9 m/s,可为直立锁缝屋面系统工程设计和实践提供参考.

    Abstract:

    As wind-sensitive structures, the standing seam roof system (SSRS) will be damaged to different degrees or even fail under wind load with different strength grades. To reduce the wind-induced damage, an analysis method of wind fragility is proposed for SSRS based on the multistage performance levels. A mechanical model of the SSRS is established to analyze the failure patterns and the whole process of wind-induced damage; The relative displacement of the large rib nodes of the roof panels is used as the quantitative indicator, and the three-stage performance level and quantitative model of the SSRS is divided and derived; Then, combined with the wind fragility analysis method of probabilistic reliability, the wind fragility analysis is carried out on the SSRS in a typical project. The analysis results show that the fragility curves obtained by the proposed method can well predict the damage state of the SSRS. The wind speed ranges corresponding to light damage, moderate damage, severe damage and wind-uplifted failure are 0~14.9 m/s, 20~26.8 m/s, 30~46.9 m/s and more than 46.9 m/s, respectively, which can be used as a reference for the engineering design and practice of the SSRS.

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李正良 ,王成 ,王涛 ?.基于多重性能水准的直立锁缝屋面系统风灾易损性分析[J].湖南大学学报:自然科学版,2023,(3):164~174

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  • 在线发布日期: 2023-04-13
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