Evolutionary Modeling to Evaluate the Shear Behavior of Circular Reinforced Concrete Columns
المؤلفون المشاركون
Fiore, Alessandra
Marano, Giuseppe Carlo
Laucelli, Daniele
Monaco, Pietro
المصدر
العدد
المجلد 2014، العدد 2014 (31 ديسمبر/كانون الأول 2014)، ص ص. 1-14، 14ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2014-09-07
دولة النشر
مصر
عدد الصفحات
14
التخصصات الرئيسية
الملخص EN
Despite their frequent occurrence in practice, only limited studies on the shear behavior of reinforced concrete (RC) circular members are available in the literature.
Such studies are based on poor assumptions about the physical model, often resulting in being too conservative, as well as technical codes that essentially propose empirical conversion rules.
On this topic in this paper, an evolutionary approach named EPR is used to create a structured polynomial model for predicting the shear strength of circular sections.
The adopted technique is an evolutionary data mining methodology that generates a transparent and structured representation of the behavior of a system directly from experimental data.
In this study experimental data of 61 RC circular columns, as reported in the technical literature, are used to develop the EPR models.
As final result, physically consistent shear strength models for circular columns are obtained, to be used in different design situations.
The proposed formulations are compared with models available from building codes and literature expressions, showing that EPR technique is capable of capturing and predicting the shear behavior of RC circular elements with very high accuracy.
A parametric study is also carried out to evaluate the physical consistency of the proposed models.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Fiore, Alessandra& Marano, Giuseppe Carlo& Laucelli, Daniele& Monaco, Pietro. 2014. Evolutionary Modeling to Evaluate the Shear Behavior of Circular Reinforced Concrete Columns. Advances in Civil Engineering،Vol. 2014, no. 2014, pp.1-14.
https://search.emarefa.net/detail/BIM-1015241
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Fiore, Alessandra…[et al.]. Evolutionary Modeling to Evaluate the Shear Behavior of Circular Reinforced Concrete Columns. Advances in Civil Engineering No. 2014 (2014), pp.1-14.
https://search.emarefa.net/detail/BIM-1015241
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Fiore, Alessandra& Marano, Giuseppe Carlo& Laucelli, Daniele& Monaco, Pietro. Evolutionary Modeling to Evaluate the Shear Behavior of Circular Reinforced Concrete Columns. Advances in Civil Engineering. 2014. Vol. 2014, no. 2014, pp.1-14.
https://search.emarefa.net/detail/BIM-1015241
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1015241
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر