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Innovative approaches to handle issues in performance-based seismic behaviour of multistory RC buildings / Amer Abdulwahhab Hammadi Alnuaimi ; Supervised Mohamed Ezzat Sobaih , Adel Yehia Akl

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Amer Abdulwahhab Hammadi Alnuaimi , 2016Description: 125 P. : maps , charts , plans ; 30cmOther title:
  • طرق مبتكرة للتعامل مع مسائل التصرف الزلزالي سلوكي المنهج للمباني الخرسانية المسلحة متعددة الطوابق [Added title page title]
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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The first aim of this study is to assess the performance objectives engaged in the Iraqi Seismic Code (ISC 1997) in order to make a realistic evaluation related to performance-based seismic design (PBSD) of multi-story reinforced concrete buildings and also to evaluate and compare the structural response demands obtained from nonlinear static analysis (NSA) procedures according to two versions of the capacity spectrum method (CSM) which are recommended in ATC 40 and ATC 55. The second aim is to present a simplified approach to handle the performance issues easily, by deriving the required factors to condensate the frame into an equivalent frame with a single bay model. This modeling will be called 2The Condensed Frame Approach (CFA)
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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.Ph.D.2016.Am.I (Browse shelf(Opens below)) Not for loan 01010110070533000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2016.Am.I (Browse shelf(Opens below)) 70533.CD Not for loan 01020110070533000

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

The first aim of this study is to assess the performance objectives engaged in the Iraqi Seismic Code (ISC 1997) in order to make a realistic evaluation related to performance-based seismic design (PBSD) of multi-story reinforced concrete buildings and also to evaluate and compare the structural response demands obtained from nonlinear static analysis (NSA) procedures according to two versions of the capacity spectrum method (CSM) which are recommended in ATC 40 and ATC 55. The second aim is to present a simplified approach to handle the performance issues easily, by deriving the required factors to condensate the frame into an equivalent frame with a single bay model. This modeling will be called 2The Condensed Frame Approach (CFA)

Issued also as CD

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