4.00 credits
20.0 h + 15.0 h
Q1
Teacher(s)
Saraiva Esteves Pacheco De Almeida João;
Language
English
Prerequisites
Background on strength of materials, structural mechanics and structural analysis (e.g. courses LGCIV1031, LGCIV1022 and LGCIV1023).
Main themes
See "content"
Learning outcomes
At the end of this learning unit, the student is able to : | |
1 |
Contribution of the course to the program objectives: AA1.1, AA1.2, AA1.3, AA2.1, AA2.2, AA2.3, AA2.4, AA3.1, AA3.2, AA4.2, AA4.4 Specific learning outcomes of the course :
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Content
- Linear single-degree-of-freedom (SDoF) systems: free vibration, damping values in structures, harmonic loading, evaluation of viscous damping and frequency, response to unit impulse and other forces, methods of solution, force transmission, response to ground motion, and vibration isolation.
- Nonlinear SDoF systems: numerical time-domain integration (central difference, constant average acceleration and linear acceleration, Newmark), classification, stability, computational error, algorithmic damping, inelastic response (bilinear system).
- Linear multidegreeoffreedom (MDoF) systems: free vibration of undamped systems (natural vibration frequencies and modes, modal and spectral matrices, orthogonality of mode shapes, normalisation, modal expansion), free vibration of damped systems, damping and energy dissipation in linear (and nonlinear) analyses, damping models, modal analysis, displacement response and element forces, restated form, modal contribution factors, modal responses and required number of modes, influence of dynamic response factor, applications (including ground motion).
- Nonlinear multidegreeoffreedom (MDoF) systems: numerical time-domain integration, applications.
- Frequency-domain method of response analysis.
Teaching methods
Lectures based on course slides and exercise solving with student participation. Project.
Evaluation methods
Assignments (35%), project (40%), and written evaluation (25%).
NOTE: These instructions take into account a “green” or "yellow" Covid scenario at UCLouvain. Modifications can be made in case of “orange” or “red” scenario, or restrictions in classroom capacities.
NOTE: These instructions take into account a “green” or "yellow" Covid scenario at UCLouvain. Modifications can be made in case of “orange” or “red” scenario, or restrictions in classroom capacities.
Other information
- Use of Matlab / Python scripts and structural analysis program.
Online resources
Available in Moodle.
Bibliography
- « Dynamics of structures: Theory and Applications to Earthquake Engineering », Anil K. Chopra, Prentice Hall, 2012.
- « Dynamics of structures », Ray W. Clough and Joseph Penzien, Computers & Structures, 2003.
- « Vibration problems in structures: Practical guidelines », Hugo Bachmann et al., Birkhauser Verlag, 1995.
Faculty or entity
GC