预制结构的创新地震解决方案:关于梁柱连接的实验和数值研究
Roberto Nascimbene1,2, Davide Bellotti2
1Department STS, IUSS-Scuola Universitaria Superiore Pavia, 27100 Pavia, Italy.
Materials (Basel, Switzerland)
|November 13, 2025
概括
这项研究引入了用于预制建筑的新结构框架系统,该系统增强了地震能量消散和位移控制. 它为传统的隔离系统提供了一种实用且具有成本效益的替代方案,提高了地震后的抗震能力.
科学领域:
- 结构工程 结构工程
- 地震设计 - - 地震设计
- 材料科学 材料科学 材料科学
背景情况:
- 传统的预制系统通常依赖于基于的地震隔离,这可能是昂贵和复杂的.
- 现有的抗震解决方案可能会损害建设速度和初始成本效益的长期修复能力.
研究的目的:
- 为预制建筑提供一种新的结构框架解决方案,该解决方案可增强地震能量消散并限制移位.
- 为传统的地震隔离系统提供一种实用且经济可行的替代方案.
主要方法:
- 开发了一个系统,在结构框架内整合了地震性能增强,使用钉式和半刚性梁到柱接头.
- 进行实验测试和数值模拟来分析连接的循环反应.
- 专注于理解动态负载下能量消耗和损伤进展.
主要成果:
- 这些新的连接在动态负载下表现出强大的歇斯底里行为和变形控制.
- 该系统有效地消散地震能量,并延迟损坏的进展.
- 实验和数值结果验证了拟议的框架解决方案的性能.
结论:
- 拟议的结构框架解决方案是预制建筑中的地震应用的有希望和经济可行的选择.
- 它增强了地震后的功能,减少了停机时间,与基于性能的设计趋势保持一致.
- 这一进步提高了地震地区的干装系统的结构可靠性,而不会影响建筑的实用性.
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