灵敏度分析和基于地震能量方法,考虑土壤结构相互作用的旋转摩擦阻尼器的放置和参数的综合优化
Hossein Jarrahi1, S Javad Vaziri2, Mohsen Khatibinia1
1Department of Civil Engineering, University of Birjand, Birjand, Iran.
PloS one
|October 30, 2025
概括
这项研究优化了钢制抗摩擦框架 (SMRF) 中的旋转摩擦阻尼器 (RFD) 的抗震性能. 最佳的RFD放置大大提高了能量消耗,减少了结构损坏,从而实现了具有成本效益的抗震保护.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 机械工程 机械工程
背景情况:
- 钢制的抗冲动框架 (SMRFs) 对抗震能力至关重要.
- 像旋转摩擦阻尼器 (RFD) 这样的被动能量消散系统是提高SMRF性能的关键.
- 优化RFD放置和设计对于有效的地震减缓至关重要.
研究的目的:
- 引入一种新的混合优化框架,用于在SMRF中同时放置RFD和参数设计.
- 分析RFD参数 (摩擦矩,刚性光束长度) 对地震性能的影响.
- 评估拟议框架在提高抗震能力和降低成本方面的有效性.
主要方法:
- 基于地震能量消散的公式优化.
- 采用修改的二进制和实编码粒子群优化 (BRPSO) 算法.
- 在人工地震记录下检查了具有土壤结构相互作用 (SSI) 效应的6层和10层SMRF.
主要成果:
- 最佳的RFD分布显著减少了结构性歇斯底里能量和层间漂移.
- 通过最佳的RFD放置,观察到更好的能量消耗效率.
- 在地震缓解方面,超过最佳数量的RFD的回报率有所下降.
结论:
- 拟议的框架通过高效的阻尼器布局提高了结构弹性,并最大限度地降低了建筑成本.
- 最佳的RFD放置对于最大限度地提高地震保护效益至关重要.
- 结果为中高层建筑物具有成本效益的地震设计提供了宝贵的见解.
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