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Seismic resilience quantification of a hospital designed according to ECP-201 / Heidi Yosri Mohammad Hosni Ibrahim ; Supervised Walid Abdellatif Attia

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Heidi Yosri Mohammad Hosni Ibrahim , 2021Description: 85 P. : charts , facsimiles ; 30cmOther title:
  • قياس الصمود الزلزالى والرجوعية لمستشفى مصممة طبقا للكود المصرى (201 [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: This thesis presents seismic resilience quantification of a hospital designed according to the Egyptian code (ECP-201) in terms of repair cost, repair time and casualties. The prototype building is an existed typical 5-story reinforced concrete structure with shear walls and expansion joint, located in Suez. Building{u2019}s safety against lateral loads was checked according to ECP-201 provisions.Static non-linear (Pushover) analysis was conducted. Collapse fragility functions of building{u2019}s structural and non-structural components were established using incremental dynamic analysis (IDA). Building{u2019}s seismic resilience was quantified using new-generation seismic performance assessment methodology proposed by Federal Emergency Management Agency (FEMA), FEMA P-58 along with its associated software, Performance Assessment Calculation Tool (PACT). The outcomes show that building{u2019}s median repair time is 22 days, median repair cost is $20,850,000 which is 66.5% of the building{u2019}s total replacement cost, and median number of causalities is 386 persons
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.He.S (Browse shelf(Opens below)) Not for loan 01010110083867000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.He.S (Browse shelf(Opens below)) 83867.CD Not for loan 01020110083867000

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

This thesis presents seismic resilience quantification of a hospital designed according to the Egyptian code (ECP-201) in terms of repair cost, repair time and casualties. The prototype building is an existed typical 5-story reinforced concrete structure with shear walls and expansion joint, located in Suez. Building{u2019}s safety against lateral loads was checked according to ECP-201 provisions.Static non-linear (Pushover) analysis was conducted. Collapse fragility functions of building{u2019}s structural and non-structural components were established using incremental dynamic analysis (IDA). Building{u2019}s seismic resilience was quantified using new-generation seismic performance assessment methodology proposed by Federal Emergency Management Agency (FEMA), FEMA P-58 along with its associated software, Performance Assessment Calculation Tool (PACT). The outcomes show that building{u2019}s median repair time is 22 days, median repair cost is $20,850,000 which is 66.5% of the building{u2019}s total replacement cost, and median number of causalities is 386 persons

Issued also as CD

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