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Exploring the effect of expansion joints spacing in concrete multistory buildings

机译:探索混凝土多层建筑伸缩缝间距的影响

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摘要

Temperature and shrinkage effects may cause cracks and additional stresses in the structural componentsrnof concrete buildings. In order to limit the undesirable effects of temperature and shrinkage, it isrnrecommended by many building codes to use expansion joints in long buildings. In this study the effectrnof temperature and shrinkage on multistory buildings was explored. 3D finite element models werernconstructed for multistory buildings with different lengths and heights, and analyzed using variousrntemperature loads. A factor termed in this study the temperature design ratio was developed tornevaluate the maximum spacing between expansion joints that can be used with out includingrntemperature effects in the analysis. This factor was calculated by comparing the design obtainedrnusing temperature and vertical loads to that obtained using vertical loads alone. Different factorsrnaffecting the response of the structure to temperature strains were also studied.
机译:温度和收缩效应可能会在混凝土建筑物的结构部件中引起裂纹和附加应力。为了限制温度和收缩的不良影响,许多建筑法规建议在长建筑物中使用伸缩缝。在这项研究中,探讨了温度和收缩对多层建筑的影响。针对具有不同长度和高度的多层建筑,构建了三维有限元模型,并利用各种温度载荷进行了分析。在本研究中,一个因素被称为温度设计比率,以评估可在不包括温度影响的情况下使用的伸缩缝之间的最大间距。通过将使用温度和垂直载荷获得的设计与仅使用垂直载荷获得的设计进行比较来计算该因子。还研究了影响结构对温度应变响应的不同因素。

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