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Everything about Structural Dynamics totally explained

Structural dynamics is a subset of structural analysis which covers the behaviour of structures subjected to dynamic loading. Dynamic loads include people, wind, waves, traffic, earthquakes, and blasts. Any structure can be subject to dynamic loading. Dynamic analysis can be used to find dynamic displacements, time history, and modal analysis. A static load is one which doesn't vary. A dynamic load is one which changes with time. If it changes slowly, the structure's response may be determined with static analysis, but if it varies quickly (relative to the structure's ability to respond), the response must be determined with a dynamic analysis.
   Dynamic analysis for simple structures can be carried out manually, but for complex structures finite element analysis can be used to calculate the mode shapes and frequencies.

Displacements

A dynamic load can have a significantly larger effect than a static load of the same magnitude due to the structure's inability to respond quickly to the loading (by deflecting). The increase in the effect of a dynamic load is given by the dynamic amplification factor (DAF):
» DAF = frac}}

where u is the deflection of the structure due to the load.
   Graphs of dynamic amplification factors vs non-dimensional rise time (tr/T) exist for standard loading functions (for an explanation of rise time, see time history analysis below). Hence the DAF for a given loading can be read from the graph, the static deflection can be easily calculated for simple structures and the dynamic deflection found.

Time history analysis

A full time history will give the response of a structure over time during and after the application of a load. To find the full time history of a structure's response you must solve the structure's equation of motion.

Example

A simple single degree of freedom system (a mass, M, on a spring of stiffness, k for example) has the following equation of motion:
» M

Further Information

Get more info on 'Structural Dynamics'.


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