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Mode shapes are critical in understanding how structures react to dynamic loads such as earthquakes. This chapter outlines the mathematical foundation of mode shapes, their properties, and their significance in structural design, especially for seismic resistance. It also covers computational methods for determining mode shapes, their interpretation in structural dynamics, and practical applications in enhancing the performance of structures against seismic events.
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References
Chapter_15_Mode.pdfClass Notes
Memorization
What we have learnt
Final Test
Revision Tests
Term: Mode Shape
Definition: The deformation pattern of a structure at a specific natural frequency during free vibration.
Term: Free Vibration
Definition: Vibration of a system without any external force, after an initial disturbance.
Term: Orthogonality
Definition: A property where mode shapes are mutually independent with respect to mass and stiffness matrices.
Term: Normalization
Definition: The process of modifying the magnitude of mode shapes for analytical convenience.
Term: Modal Participation Factor
Definition: Indicates how much each mode contributes to the overall dynamic response of the structure.