受保护的地标性纪念碑:马尼萨莱斯大教堂的加固、修复和修复

O. Cardona., S. Prieto
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摘要

。马尼萨莱斯大教堂是所谓“共和建筑”最具代表性的建筑之一,在20世纪20年代哥伦比亚马尼萨莱斯市的大火之后,以一种非凡而独特的方式得到了促进。这座“兼收并蓄的新哥特式”建筑的设计是在1926年巴黎大火烧毁了这座城市之前的大教堂之后在巴黎完成的。这座哥伦比亚建筑的杰作于1928年铺设了第一块石头,到2018年已经90岁了。它的建造是在“钢筋水泥”中进行的;在钢筋混凝土出现几十年后。在它的90年里,大教堂遭受了1938年、1962年和1979年的高强度地震,这些地震严重破坏了它的结构。为了保护1984年被宣布为国家历史遗迹的寺庙,抗震修复研究在20世纪90年代末得到了推进。它们是对地震易感性结构条件的诊断,以及如何在刚度、阻力和能量耗散方面提供更大的响应能力,以及对材料状态和病理的诊断。这包括地震放大的岩土工程研究,利用环境振动的动态行为,3D虚拟建模和结构分析,甚至是有限元分析。在加固方面,提出了对中心塔尖基部的干预、对四角塔尖稳定性的控制、新结构墙的施工加入等策略
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Protected Landmark Monument: Reinforcement, Rehabilitation, and Restoration of the Cathedral Basilica of Manizales
. The Cathedral Basilica of Manizales is one of the most representative buildings of the so-called "republican architecture", boosted in a remarkable and singular way after the fires of the 1920s in the city of Manizales, Colombia. Its "eclectic neo-gothic" design was made in Paris, after the fire that destroyed the city's previous cathedral in 1926. This masterpiece of Colombian architecture turned ninety years old in 2018 after the first stone was laid in 1928. Its construction was carried out in "reinforced cement"; few decades after the appearance of reinforced concrete. During its ninety years, the cathedral suffered earthquakes of high intensity, in 1938, 1962 and 1979, which have significantly compromised its structure. Earthquake-resistant rehabilitation studies to preserve the temple, declared a National Monument in 1984, were promoted at the end of the 1990s. They were the diagnosis of the structural conditions of seismic vulnerability and how it could be provided a greater capacity of response in terms of stiffness, resistance and dissipation of energy, as well as the diagnosis of the state and pathology of the materials. This included geotechnical studies of seismic amplification, dynamic behavior using environmental vibrations, 3D virtual modeling, and structural analysis, even with finite elements. For the reinforcement, the intervention of the base of the central spire was proposed, the control of the stability of the four corner spires, the construction of new structural walls joined in strategic
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