基于振动实验和有限元素模拟的钢结构的地震性能分析
1Department of Civil Engineering, Changzhi Vocational and Technical College, Changzhi, China.
PloS one
|May 9, 2025
概括
双向支显著提高了空间钢框架结构的抗震性能和刚性. 该系统有效地减少了地震负荷下的结构移位和应变,改善了整体防灾能力.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 材料科学 材料科学 材料科学
背景情况:
- 空间钢框架结构在现代建筑中至关重要.
- 确保它们的抗震性能对于安全和防灾至关重要.
- 现有的支系统需要进一步优化,以提高抗震能力.
研究的目的:
- 分析具有双向支的空间钢框架结构的地震性能.
- 为了比较双向与单向支系统的有效性.
- 用实验数据验证模拟模型进行地震分析.
主要方法:
- 开发一个三维非线性有限元素模型.
- 通过模拟的地震波进行振动表模型实验.
- 在模型中输入地震波参数 (El Centro,Taft,Wenchuan).
- 分析自然频率,缓冲比率,加速放大因子和相对位移.
主要成果:
- 双向支架表现出更高的初始自然频率 (53.18 Hz X 方向,72.49 Hz Y 方向).
- 具有双向支的结构在增加的激发加速下显示了较小的频率下降.
- 与单向支相比,双向支导致缓冲比率,加速度放大和相对位移的变化较小.
- 有限元模型的结果与振动表实验数据密切匹配,模拟误差低 (最大7.0%加速,4.0%位移).
结论:
- 双向支可以提高钢框架结构的整体刚性和抗震性能.
- 这种系统有效地抵抗横向移位,减少应变.
- 优化的双向支布置增强了抗震能力,特别是当与地震波特征保持一致时.
- 该研究为钢铁地震结构应用提供了宝贵的理论指导.
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