Structural analysis of historical infrastructures: the case of the bridge on the Furore Fiord

IF 3 Q2 ENGINEERING, CIVIL
O. Corbi, F. Tropeano, I. Corbi, H. Li, Eugenio Liccardo
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引用次数: 0

Abstract

ABSTRACT This paper is focused on the analysis of an Italian monumental masonry arch bridge in the Campania Region. Starting from a historical survey, the main features of the bridge are recognized, concerning its geometry, materials, and mechanical parameters. Therefore, a 3D model is developed based on these data. The procedure is characterized by two phases aimed at identifying the suitable mesh and selecting the substructures then reassembled together to obtain the entire bridge. The FEM analysis of the structural model shows results in terms of stresses and deformed shapes, emphasizing the global response of the bridge and the contribution of any, both structural and non-structural, component.
历史基础设施的结构分析:以Furore峡湾大桥为例
本文主要对意大利坎帕尼亚地区的一座纪念性砖石拱桥进行分析。从历史调查开始,认识到桥梁的主要特征,包括其几何形状,材料和力学参数。因此,基于这些数据建立了一个三维模型。该过程分为两个阶段,即确定合适的网格和选择子结构,然后重新组合在一起以获得整个桥梁。结构模型的有限元分析显示了应力和变形形状的结果,强调了桥梁的整体响应以及任何结构和非结构部件的贡献。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
3.90
自引率
9.50%
发文量
24
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