Hicks Stephen J, Degtyarev Vitaliy V
School of Engineering, University of Warwick, Coventry CV4 7AL, United Kingdom.
New Millennium Building Systems, LLC, 3700 Forest Dr. Suite 501, Columbia, SC 29204, United States.
Data Brief. 2023 Sep 23;50:109616. doi: 10.1016/j.dib.2023.109616. eCollection 2023 Oct.
This article describes a dataset with 464 push test results for studs welded within the ribs of profiled steel decking transverse to the supporting beams. The experimental data were collected from 30 publications dated from 1980 to 2017. The dataset presents the measured shear resistance per stud, with over 20 nominal or measured parameters, including: the properties of studs, deck, and concrete; the number of studs within a concrete rib; and the dimensions determining stud position within the concrete rib. This article presents and discusses the statistical parameters of the dataset variables, their distributions, and correlations. The dataset supports the identification of the key design variables that affect the stud shear resistance. It also provides information for evaluating the accuracy and reliability of existing design models, and may be used to form the basis for developing new predictive models.
本文描述了一个数据集，其中包含464个针对焊接在压型钢板肋条内、垂直于支撑梁的栓钉的推剪试验结果。实验数据收集自1980年至2017年的30篇文献。该数据集展示了每个栓钉的实测抗剪强度，以及20多个名义或实测参数，包括：栓钉、压型钢板和混凝土的特性；混凝土肋条内的栓钉数量；以及确定栓钉在混凝土肋条内位置的尺寸。本文展示并讨论了数据集变量的统计参数、它们的分布及相关性。该数据集有助于识别影响栓钉抗剪强度的关键设计变量。它还为评估现有设计模型的准确性和可靠性提供信息，并且可用于为开发新的预测模型奠定基础。
