Attaining a Beam-Like Behavior with FRP Strips and CAM Ribbons

E. Ferretti
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引用次数: 6

Abstract

Abstract One of the major concerns in the seismic retrofitting of masonry walls is that of increasing the ultimate load for out-of-plane forces. In multi-story buildings, these forces may originate from the hammering actions of floors, when the earthquake direction is orthogonal to the wall. A possibility for counteracting the out-of-plane displacements is retaining the wall by building some buttresses, that is, some beams lean against the wall and disposed vertically. Another possibility is to make the buttress in the thickness of the wall. In this second case, we must cut the wall for its entire height, realize the buttress, and restore the masonry wall around it. In both cases, the interventions are highly invasive. The first intervention also leads to increments of mass that enhance the attraction of seismic forces. The aim of this paper is to find a less invasive and lighter alternative for realizing buttresses. We proposed to use FRP strips and steel ribbons in a combined fashion, so as to realize an ideal vertical I-beam embedded into the wall, without requiring to cut the masonry. We also provided some experimental results for verifying the effectiveness of the model.
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摘要砌体墙体抗震加固的主要问题之一是如何提高面外力的极限荷载。在多层建筑中,当地震方向与墙壁正交时,这些力可能来自楼层的锤击作用。抵消面外位移的一种可能性是通过建造一些扶壁来保持墙壁,即一些梁靠在墙上并垂直放置。另一种可能是在墙的厚度上做支撑。在第二种情况下,我们必须对墙的整个高度进行切割,实现扶壁,并恢复其周围的砖石墙。在这两种情况下,干预都是高度侵入性的。第一次干预还会导致质量的增加,从而增强地震力的吸引力。本文的目的是寻找一种侵入性更小、更轻的实现扶壁的替代方法。我们建议将FRP条和钢带结合使用,在不需要切割砌体的情况下,实现理想的垂直工字梁嵌入墙体。我们还提供了一些实验结果来验证模型的有效性。
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