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Abstract Most loads acting on structures are dynamic in origin. These loads can be suddenly applied or allowed to reach full magnitude after a considerable delay. On the other hand, the structures will have various degrees of freedom with unclamped or clamped free or forced vibrations. These need to be discussed prior to the introduction of earthquake analysis and design.
Abstract Most loads acting on structures are dynamic in origin. These loads can be suddenly applied or allowed to reach full magnitude after a considerable delay. On the other hand, the structures will have various degrees of freedom with unclamped or clamped free or forced vibrations. These need to be discussed prior to the introduction of earthquake analysis and design.
Basic Structural Dynamics
Bangash, M.Y.H. (author)
Earthquake Resistant Buildings ; 143-206
2010-01-01
64 pages
Article/Chapter (Book)
Electronic Resource
English
TIBKAT | 1989
|Wiley | 2023
|Basic Concepts of Structural Design
Springer Verlag | 1997
|