Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame
المؤلفون المشاركون
Shahzada, Khan
Shah, Syed Azmat Ali
Khan, Junaid Shah
Ali, Syed Muhammad
Ahmad, Waqar
Shah, Junaid
المصدر
العدد
المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-17، 17ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2019-07-07
دولة النشر
مصر
عدد الصفحات
17
التخصصات الرئيسية
الملخص EN
Half-scaled reinforced concrete frame of two storeys and two bays with unreinforced masonry (URM) infill walls was subjected to base excitation on a shake table for seismic performance evaluation.
Considering the high seismic hazard Zone IV of Pakistan, reinforcement detailing in the RC frame is provided according to special moment resisting frames (SMFRs) requirement of Building Code of Pakistan Seismic-Provisions (BCP SP-2007).
The reinforced concrete frame was infilled with in-plane solid masonry walls in its interior frame, in-plane masonry walls with door and window openings in the exterior frame, out-of-plane solid masonry wall, and masonry wall with door and window openings in its interior frame.
For seismic capacity qualification test, the structure was subjected to three runs of unidirectional base excitation with increasing intensity.
For system identification, ambient-free vibration tests were performed at different stages of experiment.
Seismic performance of brick masonry infill walls in reinforced concrete frame structures was evaluated.
During the shake table test, performance of URM infill walls was satisfactory until design ground acceleration was 0.40g with a global drift of 0.23%.
The test was continued till 1.24g of base acceleration.
This paper presents key findings from the shake table tests, including the qualitative damage observations and quantitative force-displacement, and hysteretic response of the test specimen at different levels of excitation.
Experimental results of this test will serve as a benchmark for validation of numerical and analytical models.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Shah, Syed Azmat Ali& Khan, Junaid Shah& Ali, Syed Muhammad& Shahzada, Khan& Ahmad, Waqar& Shah, Junaid. 2019. Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-17.
https://search.emarefa.net/detail/BIM-1117105
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Shah, Syed Azmat Ali…[et al.]. Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame. Advances in Civil Engineering No. 2019 (2019), pp.1-17.
https://search.emarefa.net/detail/BIM-1117105
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Shah, Syed Azmat Ali& Khan, Junaid Shah& Ali, Syed Muhammad& Shahzada, Khan& Ahmad, Waqar& Shah, Junaid. Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-17.
https://search.emarefa.net/detail/BIM-1117105
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1117105
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