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Comparative seismic study for high rise steel buildings in zone (c) between: special concentrically braced frames (SCBF) and the common braced frames not specifically detailed for seismic resistance / Mahmoud Samir Abdelhalim Ahmed ; Supervised Maheeb Abdel Ghaffar , Mohammad Danish Arafa

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mahmoud Samir Abdelhalim Ahmed , 2017Description: 150 P. ; 30cmOther title:
  • دراسة زلزالية مقارنة للمنشآت الحديدية العالية فى المنطقة الزلزالية (جـ) بين: الإطارات الخاصة المزودة بشكالات مركزية - ذات تفاصيل زلزالية مخصوصة و الإطارات المزودة بشكالات مركزية عادية - بدون تفاصيل زلزالية مخصوصة [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: The thesis presents a comparative seismic study between special concentrically braced frames with (R=6) and systems not specifically detailed for seismic provisions that do not have sufficient ductility with 2R=33.The thesis studies the economic point of view for the two systems through the analysis and design of four buildings with different heights, then evaluating the weights and costs of both systems and studying the effect of ductility requirements of the beams, columns and connections, and finally studying the effect of ductility requirements on fabrication, handling, erection and inspection costs
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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.2017.Ma.C (Browse shelf(Opens below)) Not for loan 01010110073441000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Ma.C (Browse shelf(Opens below)) 73441.CD Not for loan 01020110073441000

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

The thesis presents a comparative seismic study between special concentrically braced frames with (R=6) and systems not specifically detailed for seismic provisions that do not have sufficient ductility with 2R=33.The thesis studies the economic point of view for the two systems through the analysis and design of four buildings with different heights, then evaluating the weights and costs of both systems and studying the effect of ductility requirements of the beams, columns and connections, and finally studying the effect of ductility requirements on fabrication, handling, erection and inspection costs

Issued also as CD

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