一个异端的观点在石头结构的动态
Mario Argenziano1, Enrico Babilio2, Yoshiki Ikeda3
1Department of Engineering, University of Palermo, Palermo, Italy.
Royal Society open science
|May 1, 2025
概括
这项研究引入了一种用于分析结构的新型计算方法,提高了地震和静态负载评估的准确性. 新方法可以防止区块相互透,确保对遗产建筑的结构性行为有更可靠的预测.
科学领域:
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
- 遗产建筑保护 遗产建筑保护
背景情况:
- 构成全球大部分建筑遗产的造建筑需要对静态和动态负荷进行强有力的保护.
- 现有的计算方法,通常基于无张力材料假设,与区块相互透作斗争,导致模拟不一致.
研究的目的:
- 开发一个更物理一致和可靠的计算策略,用于分析静态和地震负载下的结构.
- 为了克服无张力材料模型在模拟造行为方面的局限性.
主要方法:
- 超弹性和摩擦规律在墙体块之间的接口的实施.
- 开发一种计算方法,在动态模拟过程中避免区块相互透.
主要成果:
- 拟议的方法成功地防止了在造模拟中刚性块的相互穿透.
- 该策略在结构响应分析中恢复了物理一致性,与传统的无张力模型不同.
- 在死亡和地震负载下预测机械反应的准确性提高.
结论:
- 这种新的方法在造结构分析的现有方法上提供了显著的改进.
- 这种技术提高了对地震保护和遗产造建筑物保护的模拟的可靠性.
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