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Behavior of high strength concrete slabs with and without sherar enhancement under punching loads / Elsayed Ibrahim Mohamed Ismail Sherif ; Supervised Mashhour Ghoneim Ahmed Ghoneim , Shadia Naga Elibiari

By: Contributor(s): Language: Eng Publication details: Cairo : Elsayed Ibrahim Mohamed Ismail Sherif , 2004Description: 216P : diagrs ; 30cmOther title:
  • سلوك البلاطات المصنوعة من خرسانة عالية المقاومة المحتوية وغير المحتوية على محسنات مقاومة القص تحت تاثير احمال 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: In current codes for concrete structure the design methods for the assessment of the punching shear resistance are based on tests on slabs with concrete compressive strengths of 20 to 45 N / mm2 , high strength concrete (HSC) with compressive strengths ranging from 50 to 120 N / mm2 or even higher
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Item type Current library Home library Call number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2004.El.B. (Browse shelf(Opens below)) Not for loan 01010110043404000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2004.El.B. (Browse shelf(Opens below)) Not for loan 01020110043404000

Thesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering

In current codes for concrete structure the design methods for the assessment of the punching shear resistance are based on tests on slabs with concrete compressive strengths of 20 to 45 N / mm2 , high strength concrete (HSC) with compressive strengths ranging from 50 to 120 N / mm2 or even higher

Issued also as CD

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