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Comparison between advanced pushover techniques for estimating seismic demands of code - designed steel frame buildings / Mahmoud Reda Thabt Manaa ; Supervised Adel Yahia Akl , Nayer Ahmed Elesnawy

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mahmoud Reda Thabt Manaa , 2014Description: 316 P. ; 30cmOther title:
  • مقارنة طرق الدفع الجانبى المتقدمة لتقدير المتطلبات الزلزالية لمبانى الاطارات المعدنية المصممة طبقا للكود [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Analytical and numerical studies have been performed to investigate the accuracy of different advanced pushover techniques to estimate the seismic demands of steel frame buildings. The pushover techniques included are the conventional pushover, the modal pushover analysis (MPA), the modal pushover analysis based on response spectra (MPPRS), the modal combination technique, the upper bound pushover analysis, and the weighted lateral pushover technique. Five steel buildings have been selected for this research, which are designed according to the Egyptian code of practice for steel construction and bridges and the Egyptian code for calculating the loads and forces in structural work and masonry. The number of stories for these buildings is 6, 9, 15, 20 and 30 stories, and the lateral resisting systems are moment resisting frames located around the perimeter of the building. The frame buildings are excited by seven natural earthquake records
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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.M.Sc.2014.Ma.C (Browse shelf(Opens below)) Not for loan 01010110064898000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.Ma.C (Browse shelf(Opens below)) 64898.CD Not for loan 01020110064898000

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

Analytical and numerical studies have been performed to investigate the accuracy of different advanced pushover techniques to estimate the seismic demands of steel frame buildings. The pushover techniques included are the conventional pushover, the modal pushover analysis (MPA), the modal pushover analysis based on response spectra (MPPRS), the modal combination technique, the upper bound pushover analysis, and the weighted lateral pushover technique. Five steel buildings have been selected for this research, which are designed according to the Egyptian code of practice for steel construction and bridges and the Egyptian code for calculating the loads and forces in structural work and masonry. The number of stories for these buildings is 6, 9, 15, 20 and 30 stories, and the lateral resisting systems are moment resisting frames located around the perimeter of the building. The frame buildings are excited by seven natural earthquake records

Issued also as CD

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