A Sustainable Design Strategy for the Restoration of Historical Buildings

T.K. Efthimiadou , Th.N. Nikolaidis , C.C. Baniotopoulos
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引用次数: 8

Abstract

The present paper firstly deals with the steel structurés contribution to existing building safety factor increase. In a second stage, the response of the structural masonry–steel system after rehabilitation of the whole building with additional steel roofs is analyzed. The building at hand was chosen as a representative sample of the architectural wealth of the plethora of the so-called neoclassical buildings available in the town of Veria. The analysis includes a description of the building's characteristics and pathologies, with an estimation of the structural performance under an optimization process when using steel structures for its enhancement. The last part of the paper concerns conclusions, recommendations and proposals for renovation, maintenance, strengthening and extension of historic buildings of this type.

历史建筑修复的可持续设计策略
本文首先讨论了钢结构对既有建筑安全系数提高的贡献。在第二阶段,分析了整个建筑加装钢屋顶后砌体-钢结构体系的响应。这座建筑被选为维里亚镇众多所谓的新古典主义建筑财富的代表样本。分析包括对建筑特征和病态的描述,以及在使用钢结构进行优化时对结构性能的估计。论文的最后一部分是对这类历史建筑的改造、维护、加固和扩建的结论、建议和建议。
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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