动态实验研究多线形大跨度双层网格空间结构的反渐进性崩
Hongjie Liu1, Yongjin Lv1, Fuming Wang2
1China Construction Eighth Bureau Central China Construction Co., Ltd, Wuhan, 430021, China.
Scientific reports
|October 15, 2025
概括
这项关于大跨度双层网格结构的研究揭示了上弦杆对抗崩的关键. 这些关键部件的故障会导致大量的位移和曲,影响结构完整性.
科学领域:
- 结构工程 结构工程
- 土木工程 土木工程是指土木工程.
- 材料机械学 材料机械学
背景情况:
- 大跨度的双层网格结构在现代建筑中普遍存在.
- 了解它们在逐渐崩下的行为对于安全和设计至关重要.
- 之前的研究往往侧重于统一的负载条件,需要对局部故障进行研究.
研究的目的:
- 研究逐渐崩的多线形大跨度双层网格结构的动态反应和故障机制.
- 分析故障位置和负载大小对结构行为的影响.
- 为了确定抗设计的关键组件.
主要方法:
- 制造一个代表典型的大跨度双层网格结构的网格模型.
- 在四种不同的故障条件下 (不同的负载和位置) 进行动态崩测试.
- 监测和分析应变,位移和故障模式.
主要成果:
- 上弦棒被确定为抗崩的关键组成部分.
- 上弦棒的故障导致了周围成员的显著移位和曲.
- 网络成员和下弦杆的故障影响最小,导致内部力重新分配.
- 测试条件D3和D4显示了最显著的应变和位移变化,特别是在故障点附近.
结论:
- 上弦棒在双层网格结构的渐进式崩阻力中起着至关重要的作用.
- 部件故障的位置和性质显著影响整体结构反应.
- 这些发现为提高大跨度网格结构的抗崩设计提供了关键的见解.
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