Seismic behavior of dual moment-eccentric braced frames with replaceable shear links / Amir Ahmed Hassan Gomaa ; Supervised Ashraf M. Gamal Eldin Osman

By:

Amir Ahmed Hassan Gomaa

Contributor(s):

Ashraf M. Gamal Eldin Osman []

Material type: Text

TextLanguage: English Publication details: Cairo : Amir Ahmed Hassan Gomaa , 2018Description: 83 P. : charts , facsimiles ; 30cmOther title:

السلوك الزلزالى للإطارات المزدوجه المكونه من أطرمقاومه للانحناء وأطر لامركزيه الشكالات ذات عناصر قص قابله للأستبدال [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In this research the feasibility of utilizing the Re-centering capability of a dual system to create an easy-repairable structure after a severe earthquake was examined. In addition, the system{u2019}s seismic performance was evaluated by utilizing two methods of structural analyses and comparing the obtained results. Furthermore, the design provision provided in ASCE/SEI 7-10 & ANSI/AISC 341-10 were verified against the desired response. Finally, design and detailing recommendations were introduced for such structural system in order to achieve the required behavior

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Am.S (Browse shelf(Opens below))		Not for loan	01010110076957000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Am.S (Browse shelf(Opens below))	76957.CD	Not for loan	01020110076957000

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

In this research the feasibility of utilizing the Re-centering capability of a dual system to create an easy-repairable structure after a severe earthquake was examined. In addition, the system{u2019}s seismic performance was evaluated by utilizing two methods of structural analyses and comparing the obtained results. Furthermore, the design provision provided in ASCE/SEI 7-10 & ANSI/AISC 341-10 were verified against the desired response. Finally, design and detailing recommendations were introduced for such structural system in order to achieve the required behavior

Issued also as CD

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