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Structural rehabilitation of a middle byzantine ruin and the masonry building constructed above the ruin. Part II: The building

机译:中间伯明汀毁灭的结构康复和破产上方构建的砌体建筑。 第二部分:建筑物

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摘要

The objective of this study, which consists of a pair of articles, is the structural rehabilitation of a vaulted ruin located on the historical peninsula of Istanbul, dated to the Middle Byzantine period, and a masonry building constructed at a later date on top of the structure. The first article, which constitutes the first part of the study, examined the seismic performances of the historical ruin considering the states; (i) before the construction of the masonry building, (ii) after the construction of the masonry building and (iii) after the strengthening of the masonry building. The present article, which constitutes the second part of the study, presents the seismic assessment of the masonry building's current state located on the historical ruin and a strengthening method proposed for the building in order to achieve its target seismic performance level. Fieldwork and numerical analyses were conducted to this end. The effectiveness of the proposed method is revealed by modal analysis, pushover analysis and kinematic limit analysis in order to determine the global & local failure mechanisms and the seismic performance levels of the current and strengthened states of the masonry building. The findings of the study are significant in terms demonstrating the interaction between historical ruins and buildings constructed above them, and in defining the necessary strengthening applications required to achieve seismic safety in such structures. In addition, by adopting a holistic approach to the structural analysis and strengthening proposal, it is expected to serve as an important tool for the preservation of ruins dated to the Middle Byzantine period.
机译:这项研究的目的是由一对文章组成的,是位于伊斯坦布尔历史半岛的拱形废墟的结构康复,日期为中间横幅时期,并在稍后的日期构建的砌体建筑结构体。第一篇构成该研究的第一部分,审查了考虑国家历史毁灭的地震性能; (i)在建造砌体建设之前,(ii)在加强砌体建设后建造砌体建设和(iii)。本文构成了该研究的第二部分,呈现了位于历史毁灭的砌体建筑的当前状态的地震评估,并为建筑提出的加强方法,以实现其目标地震性能水平。对该端进行实地工和数值分析。拟议方法的有效性是通过模态分析,推动分析和运动限制分析揭示,以确定全球和地方失败机制以及砌体建设的当前和加强状态的地震性能水平。该研究的结果在展示其上面构建的历史破坏和建筑物之间的相互作用方面具有重要意义,并且在定义在这种结构中实现地震安全所需的必要加强应用。此外,通过采用结构分析和加强建议的整体方法,预计将作为保存到中间横向期的废墟的重要工具。

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