header
Local cover image
Local cover image
Image from OpenLibrary

A theoritical investion on the punching shear strength of slab - column connections / Hebatalla Mohamed Aly Awed ; Supervised Mashhour Ghoneim Ahmed Ghoneim , Mahmoud Tharwat ELMihilmy

By: Contributor(s): Language: Eng Publication details: Cairo : Hebatalla Mohamed Aly Awed , 2005Description: 159P : ill ; 30cmOther title:
  • دراسة نظرية لمقاومة القص الثاقب فى وصلات الاعمدة بالبلاطات [Added title page title]
Subject(s): Online resources: Available additional physical forms:
  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering Summary: The objectives of this thesis are to develop a conceptual model that can be used to predict the punching strength of slab - column connections and to propose a modification to the simplified approach utilized by the Egyptian Code for Design and Construction of Concrete Structures ECCS 203 - 2001 for predicting the strength of such connectionsThe proposal is based on an extensive parametric studyIt overcomes the conservatism noted when using the current code values
Tags from this library: No tags from this library for this title. Log in to add tags.
Star ratings
    Average rating: 0.0 (0 votes)
Holdings
Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2005.He.T. (Browse shelf(Opens below)) Not for loan 01010110044914000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2005.He.T. (Browse shelf(Opens below)) 44914 Not for loan 01020110044914000

Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering

The objectives of this thesis are to develop a conceptual model that can be used to predict the punching strength of slab - column connections and to propose a modification to the simplified approach utilized by the Egyptian Code for Design and Construction of Concrete Structures ECCS 203 - 2001 for predicting the strength of such connectionsThe proposal is based on an extensive parametric studyIt overcomes the conservatism noted when using the current code values

Issued also as CD

There are no comments on this title.

to post a comment.

Click on an image to view it in the image viewer

Local cover image