Nonlinear finite element analysis of the seismic retrofitting of existing buildings
المؤلفون المشاركون
al-Qabalawi, Muhammad A.
Alawi, Muhammad A.
Hamud, Muhammad J.
المصدر
Engineering and Technology Journal
العدد
المجلد 39، العدد 6 (30 يونيو/حزيران 2021)، ص ص. 915-927، 13ص.
الناشر
تاريخ النشر
2021-06-30
دولة النشر
العراق
عدد الصفحات
13
التخصصات الرئيسية
الموضوعات
الملخص EN
Finite Element Analysis (FEA) is a helpful tool for finding solutions to civil engineering problems.
In this paper, the numerical analysis was performed by simulating an experimental test by using FEA tools, Abaqus /CAE2019 was used to develop and retrofit solutions to sustain existing structures for seismic hazard.
The 3D building was modeled, and nonlinear analysis was adopted.
This experimental building was tested at the Joint Research Centre (JRC) of the ELSA facility that is in Ispra-Italy.
This model was a building of a full-scale four-story tested using the pseudo-dynamic (PsD) techniques.
The retrofitting model was done by adding new RC walls with different connection details to the existing building.
This building corresponding in gravity design only.
The goal of the experimental test was to study the effectiveness of adding RC infill walls as retrofitting method, including designing it and the contribution of dowels that connect the new infill wall to the existing RC building.
In other words, it is a strengthen method carry out by conversion of selected bays into new infilled RC walls.
The results of analytical modeling of the RC structure in the Abaqus software show that the percentage of differences of X- Direction in top story displacement between Abaqus software and Experimental tested at ELSA results are 2.47% in positive and 3.12% for negative X direction, which refer to a very good similarity and accurate building simulation
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Alawi, Muhammad A.& Hamud, Muhammad J.& al-Qabalawi, Muhammad A.. 2021. Nonlinear finite element analysis of the seismic retrofitting of existing buildings. Engineering and Technology Journal،Vol. 39, no. 6, pp.915-927.
https://search.emarefa.net/detail/BIM-1281550
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Hamud, Muhammad J.…[et al.]. Nonlinear finite element analysis of the seismic retrofitting of existing buildings. Engineering and Technology Journal Vol. 39, no. 6 (2021), pp.915-927.
https://search.emarefa.net/detail/BIM-1281550
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Alawi, Muhammad A.& Hamud, Muhammad J.& al-Qabalawi, Muhammad A.. Nonlinear finite element analysis of the seismic retrofitting of existing buildings. Engineering and Technology Journal. 2021. Vol. 39, no. 6, pp.915-927.
https://search.emarefa.net/detail/BIM-1281550
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 927
رقم السجل
BIM-1281550
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