ahmed_kassem

Ahmed Abdelraheem Farghaly

استاذ مساعد - عميد كلية التكنولوجيا والتعليم

كلية التعليم الصناعى

العنوان: كلية التكنولوجيا والتعليم - جامعة سوهاج

9

إعجاب
2018 | الكلمات المفتاحية seismic response; adjacent buildings; ,
Seismic Response of Adjacent Unequal Buildings Subjected to Double Pounding Considering Soil-Structure Interaction
Various cases of two adjacent multi-story buildings with different numbers of floors and equal or unequal foundation levels under earthquake loading and considering soil-structure interaction (SSI) are investigated. A two-dimensional model for each case of the two adjacent unequal buildings without separation distance is used and a special arrangement of contact elements in the contact zone is employed to fulfil ... إقراء المزيد

Stiffness Effects of Structural Elements on the Seismic Response of RC High-Rise Buildings
The stiffness of structural elements (columns, beams, and slabs) significantly contributes to the overall stiffness of reinforced concrete (RC) high-rise buildings (H.R.B.s) subjected to earthquake. In order to investigate what percentage each type of element contributes to the overall performance of an H.R.B. under seismic load, the stiffness of each type of element is reduced by 10% to 90%. A ... إقراء المزيد

2018 | الكلمات المفتاحية plate form, wind, earthquake,
Nonlinear analysis of a riverine platform under earthquake and environmental loads
A realistic FEM structural model is developed to predict the behavior, load transfer, force distribution and performance of a riverine platform under earthquake and environmental loads. The interaction between the transfer plate and the piles supporting the platform is investigated. Transfer plate structures have the ability to redistribute the loads from the superstructure above to piles group below, to provide ... إقراء المزيد

2015 | الكلمات المفتاحية D analysis –Adjacent buildings –Viscou,
Seismic analysis of 3-D two adjacent buildings connected by viscous dampers with effect of underneath different soil kinds
3D two adjacent buildings with different heights founded in different kinds of soil connected with viscous dampers groups, with especial arrangement in plane, were investigated. Soil structure interaction for three different kinds of soil (stiff, medium and soft) were modeled as 3D Winkler model to give the realistic behavior of adjacent buildings connected with viscous dampers under various earthquake excitations ... إقراء المزيد

2014 | الكلمات المفتاحية slope stability; dynamic effect on build,
Evaluation of Seismic Performance of Buildings Constructed on Hillside Slope of Doronka Village-Egypt
Construction on the hillside slope is more challenging to the structural engineer, especially under seismic load due to the presence of a powerful earthquake in addition to the forces of sliding slope itself. Regarding the population growth and narrowness of available lands, people take hillside slopes to build their houses. One of the main sources of seismic vulnerability in Egypt ... إقراء المزيد