Numerical analysis on seismic response of multi-stories reinforced concrete buildings under the effect of infinite boundary of soil-structure interaction
المؤلفون المشاركون
Hasan, Qays Abd al-Majid
Zaydan, Zahra R.
al-Wakil, Sad Fayiq Abbas
المصدر
Engineering and Technology Journal
العدد
المجلد 37، العدد 12A (31 ديسمبر/كانون الأول 2019)، ص ص. 516-521، 6ص.
الناشر
تاريخ النشر
2019-12-31
دولة النشر
العراق
عدد الصفحات
6
التخصصات الرئيسية
الملخص EN
The damage caused by large earthquakes is not only due to structures but also due to the soil failure, where the dynamic response varies considerably from the fixed base state because of the interaction between the ground and the structure.
The main objective of this paper is to study the effect of the infinitely extended soil on the dynamic response of the structure.
A three-dimensional dynamic analysis of reinforced concrete building considering the effect of soil-structure interaction is performed.
Building with a different number of stories rest on soil with various characteristics have been taken into consideration.
For simulation of wave propagation due to far-field effects, coupled finite-infinite elements is presented for modeling the soil.
The infinite boundary provides a powerful tool for dealing with wave propagation problems.
The analysis is performed through a finite element method which is implemented in ABAQUS program.
An earthquake load is applied in the horizontal direction with various boundary conditions such as; free, and infinite boundary.
The effect of boundary on the dynamic response of structure are investigated.
The significant difference in dynamic response is observed when infinite boundaries are used, especially in the case of soft soil, where the existence of infinite elements leads to absorption of energy and thus greatly reduce the lateral displacement of the structure.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Hasan, Qays Abd al-Majid& al-Wakil, Sad Fayiq Abbas& Zaydan, Zahra R.. 2019. Numerical analysis on seismic response of multi-stories reinforced concrete buildings under the effect of infinite boundary of soil-structure interaction. Engineering and Technology Journal،Vol. 37, no. 12A, pp.516-521.
https://search.emarefa.net/detail/BIM-949881
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Hasan, Qays Abd al-Majid…[et al.]. Numerical analysis on seismic response of multi-stories reinforced concrete buildings under the effect of infinite boundary of soil-structure interaction. Engineering and Technology Journal Vol. 37, no. 12A (2019), pp.516-521.
https://search.emarefa.net/detail/BIM-949881
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Hasan, Qays Abd al-Majid& al-Wakil, Sad Fayiq Abbas& Zaydan, Zahra R.. Numerical analysis on seismic response of multi-stories reinforced concrete buildings under the effect of infinite boundary of soil-structure interaction. Engineering and Technology Journal. 2019. Vol. 37, no. 12A, pp.516-521.
https://search.emarefa.net/detail/BIM-949881
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 520-521
رقم السجل
BIM-949881
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