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下击暴流作用下直立锁缝屋面系统抗风揭可靠度评估
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Reliability Evaluation on Wind-uplifted Resistance of Standing Seam Roof System under Downburst
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    摘要:

    为减少直立锁缝屋面系统在下击暴流作用下的风揭损毁事故,提出了下击暴流作用下的直立锁缝屋面系统抗风揭可靠度评估方法 . 采用大涡模拟(large eddy simulation,LES)方法来分析下击暴流作用下屋面风荷载特征,以不同的风向角为工况,得到屋面的极值风荷载大小及其分布位置. 选取屋面最不利位置建立局部仿真模型并推导了相应的失效准则和极限状态函数. 基于拉丁超立方抽样的Monte Carlo法(LHS-MCS)对下击暴流作用下的直立锁缝屋面系统进行可靠度评估. 结合常态风可靠指标以及相关规范对分析结果进行了评价. 研究结果表明:下击暴流相比常态风更易造成直立锁缝屋面系统风揭破坏,同时下击暴流作用下可靠指标仅满足规范要求的第三级安全水准,建议对重要建筑物进行直立锁缝屋面系统设计时考虑下击暴流的影响.

    Abstract:

    In order to reduce the wind-uplifted damage of standing seam roof system (SSRS) under downburst, a method is proposed to evaluate the reliability of the SSRS under downburst in this article.Firstly, the large eddy simulation (LES) method is used to analyze the roof wind load characteristics under downburst, and the maximum wind load and corresponding distribution position of SSRS are obtained through different wind direction angle conditions.Secondly, the most unfavorable position of SSRS is selected to establish a local simulation model. The corresponding failure criterion and limit state function are derived; Thirdly, the Monte Carlo method based on Latin Hypercube Sampling (LHS-MCS) is used to evaluate the reliability of the SSRS under downburst. Finally, the analysis results are evaluated in combination with conventional wind reliability indicators and related specifications. The research results show that downbursts are more likely to cause wind-uplifted damage to the SSRS than conventional winds. At the same time, the reliability index under downbursts only meets the third-level safety level required by the specification. It is recommended to consider the impact of the downburst when designing the SSRS for important buildings.

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李正良,王成,王涛,方智远.下击暴流作用下直立锁缝屋面系统抗风揭可靠度评估[J].湖南大学学报:自然科学版,2022,49(9):90~99

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  • 在线发布日期: 2022-10-04
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