header
Local cover image
Local cover image
Image from OpenLibrary

Behavior of normal and high strength concrete slender columns under biaxial bending / Tarek Mohamed Elzanaty ; Supervised Adel Galal Elattar , Tarek M. Bahaa Eldin

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Tarek Mohamed Elzanaty , 2010Description: 130 P. : plans ; 30cmOther title:
  • سلوك الأعمدة النحيفة المصنعة من الخرسانة التقليدية و الخرسانة عالية المقاومة تحت تأثير العزوم المزدوجة [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 Structural Engineering Summary: The structural behavior of normal-strength and high-strength concrete slender columns was investigated through an experimental program comprising applying biaxial bending on large-scale specimens. The experimental program consisted of two group. The first group of the program included testing seven normal-strength concrete (NSC) specimens while the second group included testing six high-strenght concrete (HSC) specimens
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.2010.Ta.B (Browse shelf(Opens below)) Not for loan 01010110053228000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2010.Ta.B (Browse shelf(Opens below)) 53228.CD Not for loan 01020110053228000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Structural Engineering

The structural behavior of normal-strength and high-strength concrete slender columns was investigated through an experimental program comprising applying biaxial bending on large-scale specimens. The experimental program consisted of two group. The first group of the program included testing seven normal-strength concrete (NSC) specimens while the second group included testing six high-strenght concrete (HSC) specimens

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