The Structural behavior of indirectly loaded flanged deep reinforced concrete beams
Other Title(s)
التصرف الإنشائي للعتبات الخرسانية المسلحة العميقة ذات الشفاه المحملة تحميلا غير مباشر.
Joint Authors
Laftah, Yusuf Jabbar
Ali, Anis Abd al-Khidr Muhammad
Source
Basrah Journal for Engineering Sciences
Issue
Vol. 10, Issue 2 (31 Dec. 2010), pp.16-22, 7 p.
Publisher
University of Basrah College of Engineering
Publication Date
2010-12-31
Country of Publication
Iraq
No. of Pages
7
Main Subjects
Topics
Abstract AR
يهدف البحث الحالي لدراسة التصرف الإنشائي للعتبات الخرسانية المسلحة العمية ذات الشفاه المحملة تحميل غير مباشر.
الدراسة تضمنت عمل مختبري لفحص إحدى و عشرون عتبة خرسانية مسلحة ذات شفاه.
تمت مراقبة تصرف العتبات تحت تأثير التحميل و تسجيل الحمل عند حدوث التشقق المائل و الحمل المسبب للفشل.
Abstract EN
The study is aimed to investigate the structural behavior of indirectly loaded flanged deep reinforced concrete beams.
Twenty one flanged deep beams were tested.
The behavior of beams under loading was observed.
Cracking and ultimate loads were recorded.
American Psychological Association (APA)
Ali, Anis Abd al-Khidr Muhammad& Laftah, Yusuf Jabbar. 2010. The Structural behavior of indirectly loaded flanged deep reinforced concrete beams. Basrah Journal for Engineering Sciences،Vol. 10, no. 2, pp.16-22.
https://search.emarefa.net/detail/BIM-262712
Modern Language Association (MLA)
Ali, Anis Abd al-Khidr Muhammad& Laftah, Yusuf Jabbar. The Structural behavior of indirectly loaded flanged deep reinforced concrete beams. Basrah Journal for Engineering Sciences Vol. 10, no. 2 (2010), pp.16-22.
https://search.emarefa.net/detail/BIM-262712
American Medical Association (AMA)
Ali, Anis Abd al-Khidr Muhammad& Laftah, Yusuf Jabbar. The Structural behavior of indirectly loaded flanged deep reinforced concrete beams. Basrah Journal for Engineering Sciences. 2010. Vol. 10, no. 2, pp.16-22.
https://search.emarefa.net/detail/BIM-262712
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 22
Record ID
BIM-262712
