THE USE OF INTELLIGENT FACADES FOR UPGRADING ENERGY AND SEISMIC DEMANDS OF EXISTING R/C STRUCTURE

Lazaros Melidis, E. Kechagias, K. Katakalos, G. Manos
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Abstract

The installation of exterior facades made of metal elements in buildings is a dual function application: On one hand it alters the facade, through architectural modifications, and on the other it creates the conditions for the improvement of energy efficiency of the building, utilizing the gap that develops between old and new facade. In order to ensure that the suspension and anchoring system can safely receive both static and dynamic loads, which will strain the construction during its life cycle, it is necessary to carry out a set of controls that will ensure exactly this: the static and anti-seismic adequacy of the used suspension and anchoring system. For this reason, a building consisting of frames was chosen, on the perimeter of which masonry was placed and, then, the metal facades were hung on the masonry, through the use of appropriate joints. Through Dynamic Spectral Analysis and Time History Analysis, the adequacy or not of the suspension system was examined, but also the effects that the system had on the modal, strain and deformation sizes of the building. In the end, it was concluded that the attachment of elements to the facade of the building, although it is done for architectural or other purposes, brings about significant changes in its seismic response and, therefore, must be adequately studied.
使用智能立面来提高现有r / c结构的能源和抗震要求
在建筑中安装由金属元素制成的外立面具有双重功能:一方面,它通过建筑改造改变了立面,另一方面,它利用新旧立面之间的间隙,为提高建筑的能源效率创造了条件。为了确保悬架和锚固系统能够安全地承受静力和动力载荷,这些载荷将在其生命周期内对结构产生应变,有必要实施一套控制措施,以确保所使用的悬架和锚固系统的静力和抗震充足性。出于这个原因,选择了一个由框架组成的建筑,在其周围放置砌体,然后通过使用适当的接缝将金属立面挂在砌体上。通过动力谱分析和时程分析,考察了悬架系统是否完备,以及该系统对建筑物模态、应变和变形大小的影响。最后,得出的结论是,尽管建筑或其他目的,但建筑立面上的元素附着会对其地震反应产生重大变化,因此必须进行充分的研究。
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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