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在预制结构中通过基于非弹性性能的光谱进行快速的数值容量评估
R Nascimbene1, E Brunesi2, A Sisti3
1Scuola Universitaria Superiore IUSS Pavia, Piazza della Vittoria n.15, 27100, Pavia, Italy.
Heliyon
|November 19, 2024
概括
本研究引入了一种简化方法,用于评估预制链框架中的地震不稳定性,帮助早期设计并预测动态崩. 该研究提供了不弹性光谱,以指导基于地震性能的设计和结构能力评估.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 预制混凝土结构 预制混凝土结构
背景情况:
- 预制结构提供了组装效率,但由于增加了细度和钉钉的关节,具有独特的抗震设计挑战.
- 预制框架中的钉接头减少了能量消耗,并放大了二次效应 (P-Delta),影响了地震性能.
- 传统的地震设计方法可能无法完全捕捉到这些专门结构的动态行为.
研究的目的:
- 开发一种简化的方法来评估预制链框架中的动态不稳定性.
- 在初始设计阶段提供一个快速数值能力评估的工具.
- 根据基本结构参数预测动态崩和地震极限状态.
主要方法:
- 使用远场地面运动记录进行增量非线性动态分析.
- 模拟预制结构作为相当的单自由度系统.
- 根据结构参数生成不弹性光谱,例如高度,柱形比率和地板质量.
主要成果:
- 这项研究产生了不弹性光谱,为结构能力和响应修饰因素提供了洞察力.
- 回归分析显示多项式表达式准确地适合中位数谱 (R2:0.76-0.98).
- 开发的工具有助于基于地震性能的预制结构的设计和评估.
结论:
- 建议的简化方法有效地评估预制链框架的动态不稳定性.
- 生成的不弹性光谱作为地震性能评估和设计的有价值的指标.
- 这种方法支持工程师设计更安全,更有弹性的预制结构来抵御地震.
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