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Course Information

Course Name
Turkish Temel Dinamiği
English Foundation Dynamics
Course Code
ZMG 607E Credit Lecture
(hour/week)
Recitation
(hour/week)
Laboratory
(hour/week)
Semester -
3 3 - -
Course Language English
Course Coordinator Esra Ece Bayat
Course Objectives 1) Learning vibration theory, wave propagation and dynamic loads
2) Understanding the behavior of foundations under dynamic loading and to be capable of designing foundations accordingly under dynamic loads
3) Estimating the seismic bearing capacity of soils
4) Learning soil-structure interaction and designing shallow and deep foundations accordingly
Course Description Dynamic loads, vibration theory and control of vibration, tolerable vibrations, wave propagation and vibration attenuation, dynamics of foundations for single degree of freedom systems and multi-degree of freedom systems, free vibration of a mass-spring-dashpot system, forced vibration of a mass- spring-dashpot system, analysis of foundations under dynamic loading, seismic bearing capacity, soil-structure interaction, dynamic behavior of piles.
Course Outcomes Ph.D. students who successfully pass this course gain knowledge, skill and competency in the following subjects; The student will be able to
1) learn dynamic loads, vibration theory, wave propagation and attenuation,
2) learn dynamic behavior of soils and estimate dynamic soil properties from field and laboratory measurements,
3) learn the behavior of foundation systems under dynamic loading and perform the design of foundations accordingly,
4) compute the behavior of single degree of freedom and multi degree of freedom foundation systems under dynamic loading,
5) perform the design of machine foundations based on guidelines
6) compute the seismic bearing capacity and earth pressures under earthquake loading,
7) investigate the soil-structure interaction for inertial and kinematic conditions and determine the soil-foundation dynamic parameters for structure design.
Pre-requisite(s)
Required Facilities
Other
Textbook
Other References
 
 
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