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Comparative analytical study for high rise reinforced concrete buildings / Ahmed Abdelbari Mahdi Emarah ; Supervised Abdelhamid Ibrahim Zaghw

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Abdelbari Mahdi Emarah , 2012Description: 163 P. : plans ; 30cmOther title:
  • دراسة تحليلية مقارنة للمنشآت الخرسانية عالية الارتفاع [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This research studied the effect of increasing the building height on the behavior of the structural elements. "Warping phenomenon" was studied on core which behaves as a thin-walled beam. Meanwhile, "Shear lag" phenomenon was studied on the columns along the perimeter. "Construction stage analysis" method which considers erection sequence, time dependent strength gain, creep and shrinkage of concrete was studied and compared with analysis results based on the "full loading on the completed structure". "MIDASGen" software has been used to draw up results of this study
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2012.Ah.C (Browse shelf(Opens below)) Not for loan 01010110058359000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2012.Ah.C (Browse shelf(Opens below)) 58359.CD Not for loan 01020110058359000

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

This research studied the effect of increasing the building height on the behavior of the structural elements. "Warping phenomenon" was studied on core which behaves as a thin-walled beam. Meanwhile, "Shear lag" phenomenon was studied on the columns along the perimeter. "Construction stage analysis" method which considers erection sequence, time dependent strength gain, creep and shrinkage of concrete was studied and compared with analysis results based on the "full loading on the completed structure". "MIDASGen" software has been used to draw up results of this study

Issued also as CD

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