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Effect of pile shaft free length and column-to-piles stiffness on the extent and hierarchy of inelastic excursions in bridge substructure system due to seismic loading / Hazem Wasfy Sadek Tawadros ; Supervised Sameh Samir F. Mehanny , Mousa Maher Nagiub Farag

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Hazem Wasfy Sadek Tawadros , 2021Description: 232 P. : charts ; 30cmOther title:
  • تأثير الطول الحر للخازوق و الجساءة النسبية للعامود والخوازيق على مدى و تسلسل اختراقات عدم المرونة للنظام السفلى للكوبرى نتيجة لأحمال الزلازل [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Pile shaft free length in bridges crossing waterways has a considerable impact on the spread of inelasticity along the pile shaft when compared to the extent of plasticity in the column body, preferable location of the plastic hinge is at the body of the column; the case study bridge was designed according to Eurocode and it has been examined by two different analysis techniques, the pushover inelastic static analysis and time history inelastic dynamic analysis, results showed that the plastic hinge may form along the pile shaft in cases characterized by remarkable relative stiffness between column and group of piles
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ha.E (Browse shelf(Opens below)) Not for loan 01010110084091000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ha.E (Browse shelf(Opens below)) 84091.CD Not for loan 01020110084091000

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

Pile shaft free length in bridges crossing waterways has a considerable impact on the spread of inelasticity along the pile shaft when compared to the extent of plasticity in the column body, preferable location of the plastic hinge is at the body of the column; the case study bridge was designed according to Eurocode and it has been examined by two different analysis techniques, the pushover inelastic static analysis and time history inelastic dynamic analysis, results showed that the plastic hinge may form along the pile shaft in cases characterized by remarkable relative stiffness between column and group of piles

Issued also as CD

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