Seismic resilience quantification of a hospital designed according to ECP-201 /
Heidi Yosri Mohammad Hosni Ibrahim
Seismic resilience quantification of a hospital designed according to ECP-201 / قياس الصمود الزلزالى والرجوعية لمستشفى مصممة طبقا للكود المصرى (201 Heidi Yosri Mohammad Hosni Ibrahim ; Supervised Walid Abdellatif Attia - Cairo : Heidi Yosri Mohammad Hosni Ibrahim , 2021 - 85 P. : charts , facsimiles ; 30cm
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. Buildings safety against lateral loads was checked according to ECP-201 provisions.Static non-linear (Pushover) analysis was conducted. Collapse fragility functions of buildings structural and non-structural components were established using incremental dynamic analysis (IDA). Buildings 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 buildings median repair time is 22 days, median repair cost is $20,850,000 which is 66.5% of the buildings total replacement cost, and median number of causalities is 386 persons
Assessment Resilience Seismic
Seismic resilience quantification of a hospital designed according to ECP-201 / قياس الصمود الزلزالى والرجوعية لمستشفى مصممة طبقا للكود المصرى (201 Heidi Yosri Mohammad Hosni Ibrahim ; Supervised Walid Abdellatif Attia - Cairo : Heidi Yosri Mohammad Hosni Ibrahim , 2021 - 85 P. : charts , facsimiles ; 30cm
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. Buildings safety against lateral loads was checked according to ECP-201 provisions.Static non-linear (Pushover) analysis was conducted. Collapse fragility functions of buildings structural and non-structural components were established using incremental dynamic analysis (IDA). Buildings 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 buildings median repair time is 22 days, median repair cost is $20,850,000 which is 66.5% of the buildings total replacement cost, and median number of causalities is 386 persons
Assessment Resilience Seismic