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Integration of Finite Element and Graphic Methods in the Study of the Government Complex in Caesarea Maritima (IL)

机译:有限元和图形方法在凯撒利亚(IL)政府综合体中的研究

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Caesarea Maritima is one of the most important archaeological sites in Israel. Excavations and studies have been carried out on it since the mid-20* century and have unearthed ruins of the ancient Herodian, Roman, Byzantine and Crusader monuments and buildings. This paper focuses on the Roman government complex, placed to the south of the harbour and dating back to the late 1st century. It was originally organised on two storeys, with the lower constituted by several barrel vaults functioning as substructures for the main rooms at the upper level. Nowadays, structures of the first floor are just poorly conserved, while those at the ground floor are better preserved, especially as regards the four masonry vaults of the Western group, originally developing for almost 30 m and still partially standing after two millennia of history. The aim of the present work is to analyze the current state of conservation of the complex. In particular, the deformation of the Western vaults are evaluated through the integration of two procedures: the finite element method, to perform structural linear analyses on a three-dimensional numerical model, and the graphic method, to identify the thrust lines in each vault section by the funicular polygons. Results point out that the loads borne by vaults nowadays are not the main cause of their deformed shape: on the contrary, it must be searched in the past actions. However, the current conditions turn out to be precarious, thus highlighting the need of adopting proper measures for safeguarding the archaeological ruins.
机译:Caesarea Maritima是以色列最重要的考古遗址之一。自20年中期以来,挖掘和研究已经在20世纪以来对此进行了开展,并挖掘了古代海参,罗马,拜占庭和十字军纪念碑和建筑物的废墟。本文重点介绍罗马政府综合体,放在港口南部并追溯到1世纪后期。它最初组织在两个楼层,其中几桶拱顶构成,其作为上层主房的子结构。如今,一楼的结构仍然不受保守,而底层的人则更好地保存,特别是在西方团体的四个砌体拱顶方面,最初开发近30米,仍然部分地站在历史两千年之后。目前工作的目的是分析复合物的当前保护状态。特别地,通过两种过程的集成来评估西方拱顶的变形:有限元方法,在三维数值模型和图形方法上执行结构线性分析,识别每个Vault部分中的推力线由磁性多边形。结果指出,当前拱顶承担的负荷不是它们变形形状的主要原因:相反,必须在过去的行动中搜索它。然而,目前的条件结果是不稳定的,从而强调需要采用适当措施来保护考古废墟。

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