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Behavior of wall panels in industrial buildings caused by differential settlements

机译:差异沉降导致的工业建筑墙板行为

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This paper presents the analysis of mechanical behavior of metal wall panels of storehouses and industrial buildings subjected to differential settlements. The storehouses considered are representative of those used in the agricultural activity. A small-scale model was built and tested in order to have evidence of the behavior and to validate computational models. The numerical investigation is carried out through finite element analysis using a general-purpose software, by modeling buildings with different geometries and evaluating different settlements of the ground. To obtain an adequate model, geometric non-linearity has to be taken into account. Models that represent the most usual geometric typologies were investigated under support settlements. The deflected shape of the wall panel and the relationship between the horizontal displacements and the settlement of the foundations are evaluated. The results show that there are large out-of-plane displacements caused by settlements that would be admitted by design recommendations.
机译:本文介绍了经受不同沉降的仓库和工业建筑的金属墙板的力学行为。所考虑的仓库代表了农业活动中使用的仓库。建立并测试了一个小型模型,以便获得行为的证据并验证计算模型。通过使用通用软件通过有限元分析,对具有不同几何形状的建筑物进行建模并评估地面的不同沉降来进行数值研究。为了获得适当的模型,必须考虑几何非线性。在支撑沉降下研究了代表最常见几何类型的模型。评估了墙板的挠曲形状以及水平位移与地基沉降之间的关系。结果表明,由沉降引起的大的平面外位移将被设计建议所接受。

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