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A developed fem-bem practical technique to consider SSI in the lateral analysis for multistory buildings / Abdelrahman Mohamed Ibrahiem Ali Elmeliegy ; Supervised Youssef F. Rashed

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Abdelrahman Mohamed Ibrahiem Ali Elmeliegy , 2017Description: 105 P. : charts , facsimiles ; 30cmOther title:
  • طريقة عملية مبتكرة رابطة بين طريقتي العناصر الحدودية والمحدودة للاخذ في الاعتبار تأثير التربة- المنشأ علي المنشئات المعرضة لاحمال جانبية [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Structural Engineering Summary: In this thesis, a new practical technique for the analysis of buildings including soil- structure interaction is suggested. The new analysis is based on sub-structuring approach where the system is partitioned into two main parts which are the superstructure part and the raft-soil part. A static condensation technique is implemented at the column-raft interface. A developed algorithm representing the column-raft interface is implemented to ensure compatibility and equilibrium at that interface. Current practical analysis of SSI is implementing the static condensation at the raft-soil interface which is time consuming and tediously job. The new analysis has shown less time and effort in the modeling and analyses. This technique of analysis is presented here only for linear analysis. However, this technique can be extended to include nonlinear analysis such as no tension SSI, soil nonlinearity SSI
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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.2017.Ab.D (Browse shelf(Opens below)) Not for loan 01010110072801000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2017.Ab.D (Browse shelf(Opens below)) 72801.CD Not for loan 01020110072801000

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

In this thesis, a new practical technique for the analysis of buildings including soil- structure interaction is suggested. The new analysis is based on sub-structuring approach where the system is partitioned into two main parts which are the superstructure part and the raft-soil part. A static condensation technique is implemented at the column-raft interface. A developed algorithm representing the column-raft interface is implemented to ensure compatibility and equilibrium at that interface. Current practical analysis of SSI is implementing the static condensation at the raft-soil interface which is time consuming and tediously job. The new analysis has shown less time and effort in the modeling and analyses. This technique of analysis is presented here only for linear analysis. However, this technique can be extended to include nonlinear analysis such as no tension SSI, soil nonlinearity SSI

Issued also as CD

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