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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

Note: displacement y measured<br />

relative to static<br />

equilibrium position.<br />

Displacement, velocity and<br />

acceleration measured<br />

positive upwards.<br />

L<br />

Fundamentals of dynamic behaviour 355<br />

It is beyond the scope of this book to address all these issues, and references are<br />

suggested for more detailed guidance. The following sections are intended to give<br />

an overview of the fundamental features of dynamic behaviour and to introduce<br />

some of the terminology employed and analysis procedures available. It must be<br />

borne in mind that dynamic behaviour is influenced by a larger number of parameters<br />

than static behaviour, and that some of the parameters cannot be predicted<br />

precisely at the design stage. It is often advisable to investigate the effects of varying<br />

initial assumptions to ensure that the most critical situations that may occur have<br />

been examined.<br />

12.2 Fundamentals of dynamic behaviour<br />

The principal features of dynamic behaviour may be illustrated by the examination<br />

of a very simple dynamic system, a concentrated mass M supported on a light<br />

cantilever of flexural rigidity EI and length L as illustrated in Fig. 12.1. The mass is<br />

subjected to forces P which vary with time t.<br />

12.2.1 Dynamic equilibrium<br />

One of the basic methods of dynamic analysis is the examination of dynamic equilibrium<br />

to formulate an equation of motion. Consider the dynamic equilibrium of<br />

the mass illustrated in Fig. 12.1. If at some time t the mass is displaced upwards from<br />

its static equilibrium position by y, and has velocity y · and acceleration ÿ (positive<br />

upwards) the mass is in general subjected to the following forces:<br />

Fig. 12.1 Example of a dynamic system<br />

_—(<br />

Ky<br />

Forces acting on mass<br />

M at time

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