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Timber-framed walls with openings coated with single fibre -plaster boards

机译:木结构墙,其开口涂有单纤维石膏板

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The paper presents an experimental analysis of timber - framed wall panels with openings, coated with single fibre-plaster boards fastened to a timber frame. The present study is a continuation of the research work realized in the last years in reinforcing of the prefabricated timber-framed wall panels without any openings. The aim of the study presented here was to provide the information about the influence of the openings on the wall's racking load-carrying capacity as well as on the horizontal stiffness of the timber-framed wall panels. The tests were carried out on three groups of full-scale wall panels with different areas of openings. The measured results were compared to the results of wall panels without openings. Subsequently, the strength/stiffness ratios, defined as the ratios of strength/stiffness of wall panels with openings to those of no-opening wall panels were calculated. The presented experimental study also emphasizes the conclusion that the timber-framed wall elements containing an opening may be accounted to contribute to the overall horizontal load-carrying capacity, especially when a considerable part of the structure is made of such panels.
机译:本文介绍了对木材的实验分析-带有开口的木框墙板,上面涂有固定在木框上的单纤维石膏板。本研究是对过去几年中加强无孔预制木结构墙板的研究工作的延续。此处进行研究的目的是提供有关开口对墙的机架承载能力以及木结构墙板的水平刚度的影响的信息。测试是在三组具有不同开口面积的全尺寸墙板上进行的。将测量结果与没有开口的墙板的结果进行比较。随后,计算强度/刚度比,其定义为具有开口的壁板与没有开口的壁板的强度/刚度之比。提出的实验研究还强调了一个结论,即带有开口的木框墙元件可能会有助于整体水平承载能力,特别是当结构的相当大一部分由此类面板制成时。

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