A developed fem-bem practical technique to consider SSI in the lateral analysis for multistory buildings /
Abdelrahman Mohamed Ibrahiem Ali Elmeliegy
A developed fem-bem practical technique to consider SSI in the lateral analysis for multistory buildings / طريقة عملية مبتكرة رابطة بين طريقتي العناصر الحدودية والمحدودة للاخذ في الاعتبار تأثير التربة- المنشأ علي المنشئات المعرضة لاحمال جانبية Abdelrahman Mohamed Ibrahiem Ali Elmeliegy ; Supervised Youssef F. Rashed - Cairo : Abdelrahman Mohamed Ibrahiem Ali Elmeliegy , 2017 - 105 P. : charts , facsimiles ; 30cm
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
BEM Soil-structure interaction Static condensation
A developed fem-bem practical technique to consider SSI in the lateral analysis for multistory buildings / طريقة عملية مبتكرة رابطة بين طريقتي العناصر الحدودية والمحدودة للاخذ في الاعتبار تأثير التربة- المنشأ علي المنشئات المعرضة لاحمال جانبية Abdelrahman Mohamed Ibrahiem Ali Elmeliegy ; Supervised Youssef F. Rashed - Cairo : Abdelrahman Mohamed Ibrahiem Ali Elmeliegy , 2017 - 105 P. : charts , facsimiles ; 30cm
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
BEM Soil-structure interaction Static condensation