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Evaluation of high rise concrete structures behavior under seismic loads using performance based method / Elhussein Ibrahim Elsayed Elsayed ; Supervised Sherif Ahmed Mourad

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Elhussein Ibrahim Elsayed Elsayed , 2014Description: 104 P. : maps , charts ; 30cmOther title:
  • تقييم سلوك المباني الخرسانية العالية تحت تأثير أحمال الزلازل بأستخدام طريقة التصميم المعتمد على الأداء [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Seismic design has undergone a remarkable development during the past decades. A simple approach may be established using equivalent static load method. A more elaborate modelling may be achieved by a dynamic time history analysis to improve the judgment on structures behavior during earthquakes. A parametric study was conducted for different (RC) structures. These structures were firstly designed according to the (IBC) code requirements, and then were evaluated using performance based method by subjecting them to earthquake ground motions to come up with conclusions to be taken into consideration during the design process
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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.El.E (Browse shelf(Opens below)) Not for loan 01010110065912000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2014.El.E (Browse shelf(Opens below)) 65912.CD Not for loan 01020110065912000

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

Seismic design has undergone a remarkable development during the past decades. A simple approach may be established using equivalent static load method. A more elaborate modelling may be achieved by a dynamic time history analysis to improve the judgment on structures behavior during earthquakes. A parametric study was conducted for different (RC) structures. These structures were firstly designed according to the (IBC) code requirements, and then were evaluated using performance based method by subjecting them to earthquake ground motions to come up with conclusions to be taken into consideration during the design process

Issued also as CD

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