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Three-Dimensional Finite-Element Modeling and Validation of a Timber-Framed House to Wind Loading

机译:木结构房屋风荷载的三维有限元建模与验证

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摘要

This paper presents a three-dimensional (3D) finite-element model (FEM) of part of a contemporary timber-framed house for assessing the load sharing and contribution of lining elements to load sharing. Assembled with intercomponent connections (i.e., batten-to-cladding connections, batten-to-truss connections, and roof-to-wall connections), the model consists of structural frame elements (e.g., trusses, battens, metal roof cladding, top plates, bottom plates, and wall studs) and lining elements (e.g., ceiling, wall lining, and ceiling cornice). The model analyses agree favorably with results from full-scale structural tests. The FEM shows that adding lining elements decreases the vertical reaction of the roof-to-wall connection by approximately 25%. This validated model provides confidence for assessing the structural response of a range of typical house geometries and materials including the effects of construction defects to wind loads. (C) 2017 American Society of Civil Engineers.
机译:本文介绍了一个当代木结构房屋的一部分的三维(3D)有限元模型(FEM),用于评估载荷分担和衬砌元素对载荷分担的贡献。通过组件间连接(即,板条到覆层的连接,板条到桁架的连接以及屋顶到墙的连接)组装而成,该模型由结构框架元素(例如,桁架,板条,金属屋顶覆层,顶板)组成,底板和墙钉)和衬砌元素(例如,天花板,墙衬砌和天花板檐口)。模型分析与全面结构测试的结果吻合良好。有限元分析表明,添加衬砌元素可使屋顶到墙壁连接的垂直反应降低约25%。这个经过验证的模型为评估一系列典型房屋几何形状和材料的结构响应(包括建筑缺陷对风荷载的影响)提供了信心。 (C)2017年美国土木工程师学会。

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