header
Image from OpenLibrary

Experimental and numerical investigation of progressive collapse behavior of reinforced concrete flat slab structures / Khaled Mostafa Hassan Ahmed ; Supervised Hamed M. Salem , Ahmed M. Saleh , Mohamed A. Zaki

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Khaled Mostafa Hassan Ahmed , 2015Description: 172 P. : charts , facsimiles ; 30cmOther title:
  • دراسة معملية و عددية لسلوك الانهيار المتتابع للمنشآت الخرسانية المكونة من البلاطات المسطحة اللاكمرية [Added title page title]
Subject(s): Available additional physical forms:
  • Issued also as CD
Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The research proposed herein seeks to fill in the gaps in existing knowledge for the dynamic disproportionate collapse potential of the flat slab buildings by providing analytical and experimental modeling approaches. To achieve this objective, a three dimensional {u00BC} scale flat slab model building was constructed for progressive collapse testing. The flat-slab model was tested by subjecting it to progressive loss of supporting columns. As each column was removed, the reinforcement strains, displacements and accelerations were captured to be analyzed and compared with the analytical results extracted from analysis computer program which based on the Applied Element Method. Then, a computational study for the effects of the design parameters considered in assessing the progressive collapse potential of the flat slab structures was conducted. The analytical results showed that, flat slab structure systems have greater vulnerability to progressive collapse compared to beam-column-slab structures
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 Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2015.Kh.E (Browse shelf(Opens below)) Not for loan 01010110068860000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2015.Kh.E (Browse shelf(Opens below)) 68860.CD Not for loan 01020110068860000

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

The research proposed herein seeks to fill in the gaps in existing knowledge for the dynamic disproportionate collapse potential of the flat slab buildings by providing analytical and experimental modeling approaches. To achieve this objective, a three dimensional {u00BC} scale flat slab model building was constructed for progressive collapse testing. The flat-slab model was tested by subjecting it to progressive loss of supporting columns. As each column was removed, the reinforcement strains, displacements and accelerations were captured to be analyzed and compared with the analytical results extracted from analysis computer program which based on the Applied Element Method. Then, a computational study for the effects of the design parameters considered in assessing the progressive collapse potential of the flat slab structures was conducted. The analytical results showed that, flat slab structure systems have greater vulnerability to progressive collapse compared to beam-column-slab structures

Issued also as CD

There are no comments on this title.

to post a comment.