复合减震自中心化支框架结构的抗震性能和弹性
Longhe Xu1, Xingsi Xie1, Zhongxian Li2
1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.
Fundamental research
|June 27, 2024
概括
一种新型的磁力学自中心支架 (MR-SCB) 增强了建筑物的抗震能力. 这种先进的支架提供了卓越的刚性和能量消耗,即使在大地震后,也显著减少了残余变形.
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:
- 传统的地震支系统在能量消耗和压缩能力方面存在局限性.
- 磁铁解热学阻尼器提供可调节的特性,以加强结构控制.
- 自中心式支架的目的是尽量减少地震事件后的残余变形.
研究的目的:
- 通过数值分析一个15层高的框架的地震性能和弹性,其中包含一个磁振自中心支架 (MR-SCB).
- 为了比较MR-SCB对曲的有效性,限制了支架和现有的自我中心支架.
- 为了研究主震-余震序列对结构行为的影响.
主要方法:
- 使用有限元分析,用MR-SCBs建模了一个15层高的支框架.
- 在各种地震强度下进行了模拟,包括罕见和巨型地震.
- 评估了不同强度的主震-余震情景的影响.
主要成果:
- 与传统支架相比,MR-SCB表现出更高的横向刚性和更大的能量消耗.
- 在罕见的地震中,残余变形仍然低于0.5%的极限.
- 在大型地震中,层间漂移和地板加速都在可接受的范围内.
- 余震显著增加了层间漂移和残余变形,强烈的余震带来了相当大的风险.
结论:
- 该MR-SCB系统显示出有前途的地震性能,提供可靠的新增容量和增强的能量消散.
- 结构的弹性受到主震-余震序列的挑战,突出了对强大的设计考虑的需要.
- 在复杂的地震负荷下对MR-SCB行为的进一步研究是有必要的.
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