高层建筑的抗震改造使用阻式支架:设计方法和性能评估
Shengzhi Shi1,2, Li Xin3, Chao Huang4
1Xi'an University of Architecture and Technology, Xi'an, 710055, China. 375566971@qq.com.
Scientific reports
|July 29, 2025
概括
在这项研究中,一个24层高的钢铁大楼使用扣扣式束式支架 (BRB) 进行了改造,以满足现代地震规范. 与基础隔离相比,BRB系统提高了结构性能,降低了成本.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 土木工程 土木工程是指土木工程.
背景情况:
- 这座24层高的钢结构建筑是按照过时的GB 50011-2001地震代码设计的.
- 发现的结构性缺陷包括过度的扭转位移,不充分的柱子轴承载荷能力和薄弱的故事机制.
研究的目的:
- 为一座高层钢结构建筑提出抗震改造战略.
- 确保符合现代地震规范 (GB 50011-2010) 的要求.
- 通过改装解决发现的结构缺陷.
主要方法:
- 作为主要的改装策略,实施扣扣束式支架 (BRB).
- 使用YJK结构软件进行系统的结构分析.
- 在结构的Y方向的中跨度处布置BRB.
主要成果:
- BRB系统显著提高了结构的横向刚性.
- 在改造后,建筑功能得到了维护.
- 装修后的结构符合GB 50011-2010地震代码的要求.
结论:
- BRB系统为高层建筑提供了具有成本效益的抗震改造解决方案.
- 拟议的策略符合现代地震法规的要求,而不会扰乱建筑物的正常运行.
- 这项研究为现有结构的抗震改造提供了有价值的框架.
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