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Effect of soil in redistribution of loads due to collapse of a column / Ahmed Hassan Mohamed Ibrahim Nada ; Supervised Sherif Ahmed Mourad , Sherif Adel Akl

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Hassan Mohamed Ibrahim Nada , 2018Description: 84 P. : charts , facsimiles ; 30cmOther title:
  • تأثير التربة في اعادة توزيع الاحمال نتيجة انهيار أحد الاعمدة [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The thesis discussed the effect of soil on the structure during the progressive collapse. ABAQUS is used to simulate the soil as 3D model rested on it the structure, the study compared the results from a structure designed due to the case of loading of DoD to the results get out from the ABAQUS taking into consideration the additional strainning actions results from the differential settlement and the plasticity of soil.The results show that the outer columns subjected to additional strainning actions cause the failure of the design of some outer column.The study has been made on two types of constitutive methods, MC and MCC, the MC study the dry clay and the MCC for not fully saturated clay. Finally, A new case of loading was made one for the edge column and another for the corner column
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Ah.E (Browse shelf(Opens below)) Not for loan 01010110077515000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Ah.E (Browse shelf(Opens below)) 77515.CD Not for loan 01020110077515000

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

The thesis discussed the effect of soil on the structure during the progressive collapse. ABAQUS is used to simulate the soil as 3D model rested on it the structure, the study compared the results from a structure designed due to the case of loading of DoD to the results get out from the ABAQUS taking into consideration the additional strainning actions results from the differential settlement and the plasticity of soil.The results show that the outer columns subjected to additional strainning actions cause the failure of the design of some outer column.The study has been made on two types of constitutive methods, MC and MCC, the MC study the dry clay and the MCC for not fully saturated clay. Finally, A new case of loading was made one for the edge column and another for the corner column

Issued also as CD

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