Evaluation of Restoration Project and Current Structural State of Mohamed Ali Mosque in Citadel, Cairo

S. Elwan, Y. Zaghloul
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Abstract

Abstract This paper is aimed at achieving a better understanding of the original state before the restoration project in 1931 and the current structural state of the great Mosque of Mohamed Ali in citadel Cairo, Egypt. A 3-D finite element model for the whole Mosque was constructed for these purposes. Elastic analysis under static and lateral earthquake loads was conducted to verify the efficiency of the main covering domes restoration project in 1931 and to specify the positions of the critical stresses. The accurate and detailed information that was collected during the restoration project in 1931 concerning the structure of the Mosque was used as database for identifying the geometrical and structural properties of the model. The results provide insight to the structural behavior of the Mosque and the current state of stresses. The study also verifies the main causes for the valuable restoration project in 1931, where the stone domes and semi-domes covering the Mosque were replaced by reinforced concrete one . Also, the places of the Mosque that need more sophisticated analysis could be identified.
开罗城堡穆罕默德·阿里清真寺修复工程及结构现状评价
本文旨在更好地了解1931年修复工程之前的原始状态以及埃及开罗城堡穆罕默德·阿里大清真寺的当前结构状态。为此建立了整个清真寺的三维有限元模型。为了验证1931年主覆盖穹顶修复工程的有效性,并确定临界应力的位置,进行了静、侧向地震荷载下的弹性分析。在1931年的修复工程中收集的关于清真寺结构的准确和详细的信息被用作识别模型的几何和结构特性的数据库。这些结果为清真寺的结构行为和当前的应力状态提供了见解。该研究还证实了1931年修复工程的主要原因,当时覆盖清真寺的石头圆顶和半圆顶被钢筋混凝土圆顶所取代。此外,还可以确定清真寺中需要更复杂分析的地方。
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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