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首页> 外文期刊>Bulletin of earthquake engineering >ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates
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ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates

机译:Anub-eggegates:基于全自动的NURBS的软件,用于历史砌体聚集体的高级局部失败分析

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摘要

Masonry structures constitute the great majority of buildings in historical centers where construction activities were carried out by adding structural portions to pre-existing ones: as a result, masonry aggregates are currently the most common structural typology in such contexts. The structural behavior of masonry aggregates, which are complex systems of different buildings interacting with each other, is generally affected by several factors, such as the different steps of construction, uncertainties about interlocking between walls, presence of different and irregular masonry textures and multi-leaf walls, which make such a structural typology very difficult to study. During recent seismic events in Italy, a wide number of local collapses has been observed in masonry aggregates of historical centers, highlighting the important role of local mechanisms in the seismic assessment of such structures. In this paper, an efficient software called ANUB-Aggregates (Adaptive Nurbs Upper Bound limit analysis for masonry Aggregates) is proposed for the seismic assessment of partial failure mechanisms in historical masonry aggregates. The theoretical core of this program is a kinematic NURBS-based limit analysis with meta-heuristic mesh adaptation. The use of NURBS allows studying aggregates containing vaulted structures, or any other typology of curved elements, without additional computational effort. Moreover, the mesh adaptation scheme assures the representation of the correct collapse mechanism by finding the real position of fracture lines. Starting from the three-dimensional model of the whole aggregate, the code ANUB-Aggregates provides the analysis of more macro-elements interacting with each other with different interlocking hypotheses, evaluating both simple and complex failure mechanisms. As proof of the effectiveness of this applicative, the analysis of two historical masonry aggregates is presented.
机译:砌体结构构成了历史中心的大多数建筑物,其中通过向预先存在的结构部分进行施工活动:因此,砖石骨料是当前在这种情况下最常见的结构类型。砌体聚集体的结构行为,它们是彼此相互作用的不同建筑物的复杂系统,通常受若干因素的影响,例如不同的结构步骤,墙壁之间互锁的不确定性,不同和不规则的砌体纹理和多个叶墙,使得这种结构类型非常难以研究。在意大利最近的地震事件中,在历史中心的砌体聚集体中观察到广泛的局部崩溃,突出了局部机制在这种结构的地震评估中的重要作用。在本文中,提出了一种称为Anub-聚集体的有效软件(用于砌体聚集体的自适应NURBS上限限制分析),用于历史砌体聚集体中部分失效机制的地震评估。该计划的理论核心是一种基于运动的NURBS的极限分析,具有Meta-heuristic网格适应。 NURBS的使用允许研究包含拱形结构的聚集体,或弯曲元件的任何其他类型,而无需额外的计算工作。此外,网格适应方案通过找到裂缝线的实际位置来确保正确的折叠机制的表示。从整个聚合的三维模型开始,代码ANUB-聚合可以通过不同的互锁假设来提供更多宏元件与彼此交互的分析,评估简单和复杂的故障机制。作为该应用的有效性的证明,提出了两个历史砌体聚集体的分析。

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