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How

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is

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an

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accelerogram

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reading

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applied

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to

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specific

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structural

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joints?

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ANSWER:

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An

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acceleration

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record

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may

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be

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applied

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to

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individual

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nodes

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by

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first

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converting

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the

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reading

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into

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its

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equivalent

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displacement

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record.

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This

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process

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is

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described

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in

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the

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Displacement

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time-history

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record

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article.

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As

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described

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in

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the

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Manual

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multi-support

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excitation

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article,

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support

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restraints

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are

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then

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applied

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to

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the

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DOF

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which

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correlate

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with

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applied

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displacement.

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Results

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are

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generated

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through

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time

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-history

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analysis

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.

How is an AISC beam analysis performed for a noncomposite truss which supports a composite floor slab and beam system?

ANSWER: AISC beam vibration analysis is available for composite beams by using the composite-design post processor. To study the entire floor system or local systems, such as with a supporting truss assembly, uncheck the Include Lateral Mass Only option through Define > Mass Source, then generate out-of-plane vibration modes. Design may then proceed such that resultant behavior meets the guidelines or requirements of relevant publications or code.