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首页> 外文会议>EUR 21431; Final Conference of Cost Action C12; 20050120-22; Innsbruck(AT) >Behaviour of wood skeleton - OSB cladding shear-walls under monotonic and cyclic loading
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Behaviour of wood skeleton - OSB cladding shear-walls under monotonic and cyclic loading

机译：木质骨架-单调和循环荷载下OSB覆层剪力墙的行为

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House constructions in Europe are going through important transformations. Light framed constructions, both using steel and wood, are gaining more and more market share. As these construction techniques are new for most European countries there is a generalized need for codes of practice to be available for the design and detailing of such structures. Furthermore, some of the regions in Europe are also seismically active, and in these regions there is need for earthquake design specifications, which are non existent at present. The present paper describes a part of an experimental investigation undertaken to determine the lateral load bearing capacity of wood-framed OSB-sheeted wall-panels utilized in housing applications. In the first phase components of the wood-frame panels were tested and a FE modelling attempt was made to determine the load bearing capacity of entire wall-panels. The preparation phase of the wall experiments is also briefly presented.
机译：欧洲的房屋建筑正在经历重要的转变。使用钢和木材的轻型框架结构正在获得越来越多的市场份额。由于这些构造技术对于大多数欧洲国家来说都是新技术，因此普遍需要可用于此类结构的设计和详细设计的操作规范。此外，欧洲的某些地区也具有地震活跃性，在这些地区，需要目前尚不存在的地震设计规范。本文介绍了一部分实验研究，以确定用于房屋应用的木结构OSB薄壁墙板的侧向承载能力。在第一阶段，对木结构面板的组件进行了测试，并进行了有限元建模尝试，以确定整个墙板的承载能力。还简要介绍了壁实验的准备阶段。

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