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Innovative technologies in the upgrading of existing r.c. framed structures

机译:升级现有R.C的创新技术。框架结构

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Many r.c. structures have to be strengthened or retrofitted to resist higher design loads. This happens when there is a change of the use destination or when the structures are damaged because of an aggressive environment. Besides, nowadays, attention has moved to restoring, recovering and seismically retrofitting the r.c. structures The knowledge that r.c. is alone, not always, capable of reaching the structural seismic requirements has given the drive to combine it together with an innovative material such as CFRP. That is, the strengthening of the r.c. structural elements by using externally bonded CFRP, which seems to be an effective solution and also the most economical one, over a long period of time. But sometimes, the compressed zone of concrete fails because it is not capable of sustaining the new stress state produced by the increase of resistance of the structural element. In this paper we discuss an innovative technology, consisting of gluing a joist of polyurethane, at the internal face of the frame mesh and wrapped by CFRP layers. So an increasing of its flexural capacity and stiffness, while maintaining a manageable member weight, can be reached. Once strengthened, this will show a ductility capable of resisting the horizontal action by avoiding the introduction, either of the very heavy r.c. layers or the steel plates. We report the results of an experimental test compared with non-strengthened-frame ones. The hysteretical loops of the reinforced frame, derived from the tests, are sensibly wider, so this retrofitting technology seems to be very similar to the technology consisting of applying, in frame mesh, some hysteretical devices which permit an unloading of the seismic energy from the main structure. For this reason the same original frame was tested coupled with a particular device designed tested and patented by the same author. In this way, a comparison between the technique based on the use of CFRP and the one based on the use of the hysteretical devices has been possible and discussed.
机译:许多r.c ..必须加强或改装结构以抵抗更高的设计负荷。当使用目的地的变化或由于侵略性环境损坏时,这会发生这种情况。此外,现在,注意力已经恢复,恢复和地震地改装了R.C.结构的知识r.c。单独的,并不总是能够达到结构地震要求的驱动器与诸如CFRP等创新的材料一起结合在一起。也就是说,加强R.C.通过使用外部键合CFRP的结构元素,这似乎是一种有效的解决方案,也是最经济的解决方案,在很长一段时间内。但有时,混凝土压缩区域失败,因为它不能维持通过增加结构元件的电阻的增加产生的新应力状态。在本文中,我们讨论了一种创新的技术,包括在框架网的内表面处粘合聚氨酯的托梁并被CFRP层包裹。因此,可以达到其弯曲能力和刚度的升高,同时可以达到可管理的成员重量。一旦加强,这将显示出延展性,该延展性能够通过避免引入,其中任何一个非常重的R.C.层或钢板。与非加强框架框架相比,我们报告了实验测试的结果。源自测试的增强框架的歇斯底烈循环是明显的更宽的,因此这种改装技术似乎与框架网格中的涂抹杂交设备组成的技术非常相似,这允许允许从中卸下地震能量的困扰装置主要结构。因此,测试相同的原始框架与由同一作者进行测试和专利的特定设备进行了测试。以这种方式,已经可以和讨论基于CFRP的使用的技术与基于歇斯底间装置的使用之间的比较。

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