Assessment of seismic behavior for eccentric braced frame with vertical link / Nada Nasser Mohamed Sobhy ; Supervised Sherif A.Mourad , Kamal Ghamry Metwally

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Nada Nasser Mohamed Sobhy

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TextLanguage: English Publication details: Cairo : Nada Nasser Mohamed Sobhy , 2021Description: 189 P. : charts , fascimiles ; 25cmOther title:

تقييم السلوك الزلزالى للإطارات ذات الشكالات اللامركزية والوصلة الرأسية [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This research is concerned with studying seismic behavior of steel eccentric braced frames with vertical link considering several parameters, such as: number of stories, number of bays, length of link, and ground accelerations.Through this study, Response Modification factor is investigated for these models considering two analysis methods: pushover analysis and time history analysis.The results show that short link gives more ductility compared with long link. Values of response modification factor increases as peak ground acceleration increases for the same height of building, number of stories, and number of bays. Finally, it is concluded that using one value for response modification factor is not acceptable for number of frames in different cases

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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.2021.Na.A (Browse shelf(Opens below))		Not for loan		01010110084397000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2021.Na.A (Browse shelf(Opens below))	84397.CD	Not for loan		01020110084397000

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

This research is concerned with studying seismic behavior of steel eccentric braced frames with vertical link considering several parameters, such as: number of stories, number of bays, length of link, and ground accelerations.Through this study, Response Modification factor is investigated for these models considering two analysis methods: pushover analysis and time history analysis.The results show that short link gives more ductility compared with long link. Values of response modification factor increases as peak ground acceleration increases for the same height of building, number of stories, and number of bays. Finally, it is concluded that using one value for response modification factor is not acceptable for number of frames in different cases

Issued also as CD

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