header
Image from OpenLibrary

Staged construction analysis of reinforced concrete buildings with different lateral load resisting systems / Mohamed Ibrahim Metwally Mohamed ; Supervised Adel Galal Alattar , Ahmed Alaa Elansary

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Ibrahim Metwally Mohamed , 2020Description: 123 P . : charts , facsmilies ; 30cmOther title:
  • التحليل المرحلى للمنشآت الخرسانية المسلحة ذات أنظمة مختلفة لمقاومة الأحمال الجانبية [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: Practitioners used to analyze Reinforced Concrete (RC) buildings using the One Step Analysis (OSA), where loads are applied to the whole structure as one unit. However, this assumption is not realistic because buildings are constructed storey by storey and dead load acts sequentially. This sequential nature of construction is considered in a more accurate approach which is called Staged-Construction Analysis (SCA). Current codes for RC structures are limited to OSA and they do not provide any provisions for SCA. In this research, a nonlinear Finite Element Model (FEM) for SCA of RC buildings is developed using the commercial software, MIDAS-Gen. The developed model accounts for time dependent effects such as shrinkage and creep. The model is utilized to analyze RC buildings with Rigid Frame (RF), Shear Wall (SW), Wall-Frame (WF) and Tube in Tube (TT) systems. Design parameters for the studied buildings are selected according to the current codes
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.2020.Mo.S (Browse shelf(Opens below)) Not for loan 01010110082558000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2020.Mo.S (Browse shelf(Opens below)) 82558.CD Not for loan 01020110082558000

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

Practitioners used to analyze Reinforced Concrete (RC) buildings using the One Step Analysis (OSA), where loads are applied to the whole structure as one unit. However, this assumption is not realistic because buildings are constructed storey by storey and dead load acts sequentially. This sequential nature of construction is considered in a more accurate approach which is called Staged-Construction Analysis (SCA). Current codes for RC structures are limited to OSA and they do not provide any provisions for SCA. In this research, a nonlinear Finite Element Model (FEM) for SCA of RC buildings is developed using the commercial software, MIDAS-Gen. The developed model accounts for time dependent effects such as shrinkage and creep. The model is utilized to analyze RC buildings with Rigid Frame (RF), Shear Wall (SW), Wall-Frame (WF) and Tube in Tube (TT) systems. Design parameters for the studied buildings are selected according to the current codes

Issued also as CD

There are no comments on this title.

to post a comment.