![](/images/graphics-bg.png)
Effects of pounding on the behavior of reinforced concrete frame structures in seismic zone 2B
المؤلفون المشاركون
Ali, Qaisar
Hamid, Muhammad
Rahman, Fayyaz Ur
المصدر
Journal of Engineering Research
العدد
المجلد 10، العدد 4 B (31 ديسمبر/كانون الأول 2022)، ص ص. 99-114، 16ص.
الناشر
جامعة الكويت مجلس النشر العلمي
تاريخ النشر
2022-12-31
دولة النشر
الكويت
عدد الصفحات
16
التخصصات الرئيسية
الملخص EN
Pounding between adjacent buildings is a common phenomenon, which can be observed during moderate to high ground shakings that can result in structural damage and even loss of life.
as this phenomenon is related to the life safety, therefore, it is imperative to consider it in the modelling stage of structural analysis and design.
the current study is intended to evaluate, numerically, the effect of pounding phenomenon in RC frame structures.
three-dimensional models of two hypothetical buildings are analyzed by subjecting to three ground acceleration histories that are scaled and matched with BCP-SP07 design spectrum.
the analysis results such as interstory drift, maximum displacement, pounding forces, and their effects on bending moment, axial forces, and shear and torsional forces in structural members are compared.
the results show that pounding forces decrease with the increase in gap size and are dominant in top five stories with maximum force at the top floor level.
pounding increases displacement up to 2 times and acceleration up to 240 times as compared to the case without pounding.
pounding increases the axial forces up to 250 times and bending moment up to 2 times in the beams parallel to colliding forces.
similarly, the shear forces and torsional moments are almost doubled as a result of pounding.
finally, a 20-story building consists of four blocks separated by 3-inch expansion joints is modelled combinedly in ETABS and analyzed to see the effect of pounding.
based on the results, it is concluded that pounding must be considered at the modelling stage of the design to account for the forces induced in the structural members.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Hamid, Muhammad& Rahman, Fayyaz Ur& Ali, Qaisar. 2022. Effects of pounding on the behavior of reinforced concrete frame structures in seismic zone 2B. Journal of Engineering Research،Vol. 10, no. 4 B, pp.99-114.
https://search.emarefa.net/detail/BIM-1494628
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Hamid, Muhammad…[et al.]. Effects of pounding on the behavior of reinforced concrete frame structures in seismic zone 2B. Journal of Engineering Research Vol. 10, no. 4 B (Dec. 2022), pp.99-114.
https://search.emarefa.net/detail/BIM-1494628
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Hamid, Muhammad& Rahman, Fayyaz Ur& Ali, Qaisar. Effects of pounding on the behavior of reinforced concrete frame structures in seismic zone 2B. Journal of Engineering Research. 2022. Vol. 10, no. 4 B, pp.99-114.
https://search.emarefa.net/detail/BIM-1494628
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 113-114
رقم السجل
BIM-1494628
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
![](/images/ebook-kashef.png)
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
![](/images/kashef-image.png)