在合的风和行人负荷下,对大跨度双连接结构的动态响应和振动适用性分析
Shuwang Yang1, Gang Wang2, Qiang Xu3
1College of Architecture and Engineering, Liaocheng University, Liaocheng, 252000, China.
Scientific reports
|October 3, 2024
概括
这项研究分析了大型结构在风力和行人负荷组合下的动态反应. 在连接走廊的最佳垂直舒适度保持在人群密度低于0.3人/平方米,水平舒适度通常被评为中等.
科学领域:
- 结构工程 结构工程
- 振动分析 振动分析
- 动态负荷的动态负荷
背景情况:
- 现代建筑越来越多地使用轻质,高强度的材料,导致高层,大跨度的设计.
- 这些结构通常具有较低的自然频率,使它们易受风和行人活动等低频动态负荷的影响.
- 了解这些负荷的综合影响对于结构完整性和乘客舒适性至关重要.
研究的目的:
- 分析大跨度双连接结构的动态反应,受风和行人负荷的联合影响.
- 在这些动态条件下,评估结构内的振动适应性和舒适度.
- 为类似的大跨结构的设计和安全评估提供见解.
主要方法:
- 在ANSYS中开发有限元模型,用于结构分析.
- 模式分析和模型验证以确保准确性.
- 模拟使用基于富里埃模型的行人负荷和通过达文波特光谱和波叠加的风负荷.
- 使用伯努利定理计算风载量时间范围数据.
主要成果:
- 该研究确定,连接走廊的最大垂直舒适性是在人群密度低于0.3人/m2的情况下实现的.
- 连接走廊的水平舒适度通常被评为中等.
- 在0度风角条件下,观察到水平舒适度的例外情况.
结论:
- 大跨度双连接结构的动态响应和振动适用性可以在风和行人负荷的组合下有效评估.
- 人群密度是保持通道连接的垂直舒适度的关键因素.
- 结构设计考虑必须考虑到风的方向性,以确保最佳的水平舒适性.
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