Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation
المؤلفون المشاركون
Mushtaq, Arslan
Ali Khan, Shaukat
Farooq Gabriel, Hamza
Haider, Sajjad
المصدر
العدد
المجلد 2015، العدد 2015 (31 ديسمبر/كانون الأول 2015)، ص ص. 1-10، 10ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2015-01-28
دولة النشر
مصر
عدد الصفحات
10
التخصصات الرئيسية
الملخص EN
Pakistan is an underdeveloped country, still striving for improvement in construction practices.
Most of the private construction is carried out as nonengineered which caused loss of approximately 85,000 lives in Kashmir (2005) earthquake.
However, after the Kashmir (2005) earthquake, the government and engineering community emphasized on implementation of seismic codes.
Although the current construction practices are considered as better than previous construction work the vulnerability of these structures is yet to be determined.
It aims at the vulnerability assessment of recent RC construction in Pakistan that still needs to be assessed.
Research work starts with calibration of panel zone element (PERFORM 3D) depicting joint shear degradation, while comparing the analytical results with experimental work, found in the literature.
The frame work is then used for vulnerability assessment of RC structures typical of current construction practices in Pakistan while using advanced capacity spectrum method, developed by Kyriakides for which three cases have been considered, being constructed more frequently by public sector, in different seismic zones, based on design usually followed by builders in the region.
Finally, the conclusion is drawn with suggestion of further improvement of seismic behavior of the structures.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Mushtaq, Arslan& Ali Khan, Shaukat& Farooq Gabriel, Hamza& Haider, Sajjad. 2015. Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation. Advances in Civil Engineering،Vol. 2015, no. 2015, pp.1-10.
https://search.emarefa.net/detail/BIM-1052206
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Mushtaq, Arslan…[et al.]. Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation. Advances in Civil Engineering No. 2015 (2015), pp.1-10.
https://search.emarefa.net/detail/BIM-1052206
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Mushtaq, Arslan& Ali Khan, Shaukat& Farooq Gabriel, Hamza& Haider, Sajjad. Seismic Vulnerability Assessment of Deficient RC Structures with Bar Pullout and Joint Shear Degradation. Advances in Civil Engineering. 2015. Vol. 2015, no. 2015, pp.1-10.
https://search.emarefa.net/detail/BIM-1052206
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1052206
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