作为下一代侧向负载机制的屈服支架系统,用于抗震城市的侧向负载机制
Bush Rc1, Varsha Rani2, Anoop I Shirkol3
1Department of Civil Engineering, Malaviya National Institute of Technology Jaipur, Jaipur, 302017, India. 2021rce9516@mnit.ac.in.
Scientific reports
|November 27, 2025
概括
屈服支架系统 (YBS) 显著提高了中高层建筑的抗震能力. 这种创新系统减少了结构损坏,并增加了崩安全边际,这对地震易发地区至关重要.
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:
- 印度的建筑库面临着严重的地震脆弱性.
- 传统的改装方法在不同强度的地震中存在局限性.
研究的目的:
- 为了研究屈服支架系统 (YBS) 作为一种新的横向承受负载的机制.
- 评估使用YBS的中层钢筋混凝土建筑的抗震能力的提高.
主要方法:
- 非线性静态推送分析
- 非线性时间历史分析分析非线性时间历史分析
- 增量动态分析增量动态分析
- 可能性的脆弱性评估.
主要成果:
- YBS减少了30-53%的楼层间漂移,并将底部剪切能力从0.30提高到0.75.
- 灵活性从3.20提高到3.98,其余漂移低于0.5%.
- 崩安全边缘增加了三倍,50%的崩概率从5.1m/s2变为15m/s2.
结论:
- YBS显著提高了中高层建筑的抗震性能和崩安全性.
- 该系统确保了地震后的功能恢复,为弹性基础设施做出了贡献.
- 这与联合国可持续基础设施,城市和气候行动的可持续发展目标保持一致.
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