Research on the Estimation Method of the Stiffness Degeneration Index of Reinforced Concrete Members
المؤلفون المشاركون
Yang, Weijun
Wang, Yukui
Liu, Zhefeng
Wang, Jian
Zheng, Xiao
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-16، 16ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-02-29
دولة النشر
مصر
عدد الصفحات
16
التخصصات الرئيسية
الملخص EN
Based on variable amplitude displacement cycle tests of 24 reinforced concrete members with different reinforcement conditions, the stiffness degradation index was proposed to describe the damage.
The relationship between the stiffness degradation index, the displacement history, and the cumulative energy dissipation was studied; on this basis, an estimation method for the stiffness degradation index was proposed.
By comparing the experimental values and estimated values of the stiffness degradation index, the proposed method provides promising prediction reliability and accuracy.
The stiffness degradation index has an effective relationship with the structural design parameters.
Based on the stiffness degradation index, the reinforced concrete members can be divided into five performance levels: no damage (DK,k < 0), mild damage (0 < DK,k ≤ 0.3), moderate damage (0.3 < DK,k ≤ 0.7), severe damage (0.7 < DK,k ≤ 0.9), and destruction (0.9 < DK,k ≤ 1), which can provide a good reference for the seismic design of reinforced concrete members.
The increase in the transverse reinforcement ratio can significantly reduce the stiffness damage, and the effect is more obvious under the conditions of small ductility.
Under the same conditions, the smaller the ductility condition is, the smaller the stiffness damage of the reinforced concrete members will be.
Therefore, the control of the ductility condition and the increase in the transverse reinforcement ratio are stable and effective methods for controlling the stiffness damage of reinforced concrete members.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Wang, Yukui& Liu, Zhefeng& Yang, Weijun& Wang, Jian& Zheng, Xiao. 2020. Research on the Estimation Method of the Stiffness Degeneration Index of Reinforced Concrete Members. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-16.
https://search.emarefa.net/detail/BIM-1125869
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Wang, Yukui…[et al.]. Research on the Estimation Method of the Stiffness Degeneration Index of Reinforced Concrete Members. Advances in Civil Engineering No. 2020 (2020), pp.1-16.
https://search.emarefa.net/detail/BIM-1125869
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Wang, Yukui& Liu, Zhefeng& Yang, Weijun& Wang, Jian& Zheng, Xiao. Research on the Estimation Method of the Stiffness Degeneration Index of Reinforced Concrete Members. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-16.
https://search.emarefa.net/detail/BIM-1125869
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1125869
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