1. 新疆大学建筑工程学院
2. 长安大学西安市城镇低碳建设重点实验室
3. 同济大学建筑设计研究院(集团)有限公司
纸质出版:2024
移动端阅览
[1]马财龙,王沛,曹纪舟,等.钢筋混凝土柱受剪承载力的影响因素研究及公式评估[J].新疆大学学报(自然科学版中英文),2024,41(06):722-737.
[1]马财龙,王沛,曹纪舟,等.钢筋混凝土柱受剪承载力的影响因素研究及公式评估[J].新疆大学学报(自然科学版中英文),2024,41(06):722-737. DOI: 10.13568/j.cnki.651094.651316.2023.11.30.0001.
DOI:10.13568/j.cnki.651094.651316.2023.11.30.0001.
建立了含439个矩形柱和88个圆柱的受剪性能试验数据库,分析并讨论了关键参数对RC柱受剪承载力的影响规律.在此基础上,依托数据库评估18个受剪承载力计算公式的总体预测性能,且研究了数据库中关键参数的范围差异对其中6个公式预测性能的影响,结合所得参数影响规律分析其原因.结果表明:规范公式中加拿大和中国规范分别对矩形柱和圆柱的预测效果最优,学者公式中Biskinis公式和Sezen公式分别对矩形柱和圆柱的预测效果最优.
A shear performance experimental database containing 439 rectangular columns and 88 cylindrical columns was established
and the influence patterns of key parameters on the shear strength of RC columns were analyzed and discussed. The overall prediction results of 18 shear strength formulas are evaluated based on the database
and investigate the effect of the range difference of key parameters in the database on the prediction performance of 6 formulas
and the reasons are analyzed using the conclusions of the parameter effects. The results show that among the standardized formulas
the Canadian and Chinese formulas are the best predictors for rectangular and cylindrical columns
respectively; and among the scholarly formulas
Biskinis' s and Sezen's formulas are the best predictors for rectangular and cylindrical columns
respectively.
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