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Requirements for the application of total quality in the university educational system in light of the information and technological revolution

Purpose: This study aims to identify the requirements for the application of total quality in the university educational system in light of the information and technological revolution. Methods: The qualitative analytical descriptive approach was used, the limitations of which are restricted to higher education institutions. Results: The study concluded the need for a feasible and effective educational system, centered on the student through his interaction and active participation, in which computer technologies and information and communication technology represented in local networks and the global Internet play a promising role based on the concept and philosophy of total quality in education. Conclusions: It is concluded that the nature of modern business requires educational and academic institutions to prepare students with a different set of skills other than those adopted by the old education system. The shape of educational institutions will be very different from what it is now, and the shape of the classroom will differ so that there will be a computer for each student, and departments in faculties will be able to communicate with different libraries to get what they want from references, scientific materials or educational software, and the shape of the course will differ from the usual It is likely that it will be replaced by a floppy or optical disk, and there will be a new type of teacher and students.

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Optimal design of tuned mass dampers through differential evolution method for reducing the dynamic response of structures subjected to earthquake loads

This paper introduces a methodology for the optimal design of passive Tuned Mass Dampers (TMDs) to control the dynamic response of buildings subjected to earthquake loads. The selection process of the optimal design parameters is carried out through a metaheuristic approach based on differential evolution (DE) which is a fast, efficient, and precise technique that does not require high computational efforts. The algorithm is aimed to reduce the maximum horizontal peak displacement of the structure and the root mean square (RMS) response of displacements as well. Furthermore, four more objective functions derived from multiple weighted linear combinations of the two previously mentioned parameters are also studied to obtain the most efficient TMD design configuration. A parallel process based on an exhaustive search (ES) with precision to 2 decimal positions is used to validate the optimization methodology based on DE. The proposed methodology is then applied to a 32-story case-study derived from an actual building structure and subjected to different ground acceleration registers. The best dynamic performance of the building is observed when the greatest weight is given to the RMS response of displacement in the optimization process. Finally, the numerical results reveal that the proposed methodology based on DE is effective in finding the optimal TMD design configuration by reducing the maximum floor displacement up to 4% and RMS values of displacement of up to 52% in the case-study building.

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