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首页> 外文期刊>Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section >Seismic Behaviour of Reinforced Concrete Slit Shear Walls Energy Dissipators
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Seismic Behaviour of Reinforced Concrete Slit Shear Walls Energy Dissipators

机译:钢筋混凝土剪力墙消能器的抗震性能

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The types of slit walls energy dissipators, from monolith or precastreinforced concrete, proposed by researchers and the seismic behaviour of these types ofwalls are described. The overall ductility of the structure increases, considering theenergy dissipation solutions proposed by the researchers of the reinforced concrete walls,resulting a supplementary safety for the structure. The objective of these solutions is tocreate an ideal structure for tall multi-storey buildings, that behaves as a rigid structure atlow seismic action and turns into a flexible one in case of a high intensity earthquakeaction. The solutions for increasing ductility proposed in this paper are viable and easilyto use in constructions practice. For the analysis of slit wall, the researchers used a seriesof analytical calculation methods, among the most important being the equivalent framemethod and the finite element method, both presented § 3 of the paper. The researchersconcluded that by using this calculations methods, the dynamic behaviour of thereinforced concrete slit walls can be simulated very accurate and realistic.
机译:研究人员提出了由整料或预制钢筋混凝土制成的裂隙墙消能器的类型,并描述了这些类型的墙体的抗震性能。考虑到钢筋混凝土墙研究人员提出的能量耗散解决方案,结构的整体延展性增加,从而为结构提供了补充安全性。这些解决方案的目的是为高层多层建筑创建理想的结构,该结构在低地震作用下表现为刚性结构,在高强度地震作用下变为柔性结构。本文提出的提高延性的解决方案是可行的,并且易于在建筑实践中使用。对于狭缝墙的分析,研究人员使用了一系列分析计算方法,其中最重要的是等效框架法和有限元法,这两种方法均在本文的第3节中介绍。研究人员得出结论,通过使用这种计算方法,可以非常准确和真实地模拟钢筋混凝土缝隙墙的动态行为。

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