Nonlinear behavior of reinforced concrete circular tunnels under seismic loads in clayey soil / Ashraf Khamis Abdelfatah Hamad ; Supervised Adel Yehia Akl , Ahmed Fathy Zidan

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Ashraf Khamis Abdelfatah Hamad

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TextLanguage: English Publication details: Cairo : Ashraf Khamis Abdelfatah Hamad , 2016Description: 74 P. ; 30cmOther title:

السلوك اللاخطى للأنفاق الخرسانية الدائرية تحت تأثير قوى الزلازل فى التربة الطينية [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This thesis presents a parametric study to investigate the behavior of reinforced circular tunnels located in clayey deposit exposed to earthquake loads. Using finite element method by PLAXIS 2D to model and analyze circular tunnel in clayey soil, and treated the earthquake waves by closed form solution "EERA code to obtain some variables such as damping ratio, shear modulus, and shear wave velocity which companion to the earthquake wave

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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.2016.As.N (Browse shelf(Opens below))		Not for loan	01010110071071000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2016.As.N (Browse shelf(Opens below))	71071.CD	Not for loan	01020110071071000

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

This thesis presents a parametric study to investigate the behavior of reinforced circular tunnels located in clayey deposit exposed to earthquake loads. Using finite element method by PLAXIS 2D to model and analyze circular tunnel in clayey soil, and treated the earthquake waves by closed form solution "EERA code to obtain some variables such as damping ratio, shear modulus, and shear wave velocity which companion to the earthquake wave

Issued also as CD

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