Inelastic seismic response of bridges with a buffer - gap {u2013} elastomeric bearing system / Mousa Maher Nagiub Farag ; Supervised Mourad Michel Bakhoum , Sameh Samir F. Mehanny

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Mousa Maher Nagiub Farag

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Material type: Text

TextLanguage: English Publication details: Cairo : Mousa Maher Nagiub Farag , 2013Description: 217 P. : charts , facsimiles ; 30cmOther title:

السلوك الزلزالي الغير مرن للكباري المزودة بنظام مكون من مصد {u٢٠١٣} فراغ - ركيزة الستومارية [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The thesis presents and discusses in details results (both as-monitored and manipulated) of the time history inelastic (incremental dynamic) analysis of different design schemes/scenarios of acase study bridge with 2buffer {u2013} gap {u2013} elastomeric bearing3 system under seven pre-selected earthquake records. The effect of changing some parameters on the overall response of the bridge{u2013} both at the design demand level and at collapse {u2013} is also investigated and some justifications/conclusions are highlighted and emphasized. In more specific terms, results of the main base cases of the bridge under investigation designed for moderate to high seismic demand corresponding to ag = 0.3g and with non-sliding elastomeric bearings at abutments are first presented followed by their equivalent schemes designed for low to moderate seismic demands (ag = 0.15g). Then, the results of some selected additional investigated schemes of the case study bridge {u2013} often encountered in practice {u2013} are also presented for comparison purposes

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Holdings
Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2013.Mo.I (Browse shelf(Opens below))		Not for loan		01010110063419000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2013.Mo.I (Browse shelf(Opens below))	63419.CD	Not for loan		01020110063419000

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

The thesis presents and discusses in details results (both as-monitored and manipulated) of the time history inelastic (incremental dynamic) analysis of different design schemes/scenarios of acase study bridge with 2buffer {u2013} gap {u2013} elastomeric bearing3 system under seven pre-selected earthquake records. The effect of changing some parameters on the overall response of the bridge{u2013} both at the design demand level and at collapse {u2013} is also investigated and some justifications/conclusions are highlighted and emphasized. In more specific terms, results of the main base cases of the bridge under investigation designed for moderate to high seismic demand corresponding to ag = 0.3g and with non-sliding elastomeric bearings at abutments are first presented followed by their equivalent schemes designed for low to moderate seismic demands (ag = 0.15g). Then, the results of some selected additional investigated schemes of the case study bridge {u2013} often encountered in practice {u2013} are also presented for comparison purposes

Issued also as CD

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