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Behavior of composite pre-flat slabs in resisting punching shear forces / Wajdi Jaber Baniya Baniya ; Supervised Ahmed Atef Rashed , Mohamed Rabie Mahmoud Hussain , Wael Salahaldin Zaki

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Wajdi Jaber Baniya Baniya , 2020Description: 275 P. : charts , facsmilies , photographs ; 30cmOther title:
  • سلوك البلاطات المسطحة المصبوبة على طبقتين فى مقاومة قوى القص الثاقب [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The main purpose is the analysis of composite pre-flat slabs with diverse capacities of punching shear reinforcement, throughout an experimental and numerical investigation of composite pre-flat slabs. The additional primary objective was the development of an analytical model that enables accurate predictions of the punching strength, the deformation capacity of composite pre-flat slabs and accounting the influence of critical parameters of punching shears capacity depending on three international cods. Finally, providing the new equations capable of estimating the accurate resistance punching shear forces of composite pre-flat slabs. Specimens categorized into sixteen slabs cast as composite pre-flat slabs (two layers) and four monolithic control slabs cast as a (one layer) slabs.Samples have the same measures (1100 mm x1100 mm) with overall thickness (120 mm), since the composite pre-flat slab layers of (60mm), using reinforced square column with size (150mm x 150mm) and (400mm) for height
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2020.Wa.B (Browse shelf(Opens below)) Not for loan 01010110081668000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2020.Wa.B (Browse shelf(Opens below)) 81668.CD Not for loan 01020110081668000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The main purpose is the analysis of composite pre-flat slabs with diverse capacities of punching shear reinforcement, throughout an experimental and numerical investigation of composite pre-flat slabs. The additional primary objective was the development of an analytical model that enables accurate predictions of the punching strength, the deformation capacity of composite pre-flat slabs and accounting the influence of critical parameters of punching shears capacity depending on three international cods. Finally, providing the new equations capable of estimating the accurate resistance punching shear forces of composite pre-flat slabs. Specimens categorized into sixteen slabs cast as composite pre-flat slabs (two layers) and four monolithic control slabs cast as a (one layer) slabs.Samples have the same measures (1100 mm x1100 mm) with overall thickness (120 mm), since the composite pre-flat slab layers of (60mm), using reinforced square column with size (150mm x 150mm) and (400mm) for height

Issued also as CD

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