A DEVELOPED FEM-BEM PRACTICAL TECHNIQUE TO CONSIDER SSI IN THE LATERAL ANALYSIS FOR MULTISTORY BUILDINGS
Abd elrahman Mohamed Ibrahiem Ali Elmeliegy;
Abstract
Keywords:
BEM; Soil-structure interaction; static condensation; foundation-soil flexibility; static soil-structure interaction.
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.
BEM; Soil-structure interaction; static condensation; foundation-soil flexibility; static soil-structure interaction.
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.
Other data
| Title | A DEVELOPED FEM-BEM PRACTICAL TECHNIQUE TO CONSIDER SSI IN THE LATERAL ANALYSIS FOR MULTISTORY BUILDINGS | Other Titles | طريقة عملية مبتكرة رابطة بين طريقتي العناصر الحدودية والمحدودة للاخذ في الاعتبار تأثير التربة-المنشأ المتبادل علي المنشئات المعرضة لاحمال جانبية | Authors | Abd elrahman Mohamed Ibrahiem Ali Elmeliegy | Issue Date | 2017 |
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