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...

For

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large

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or

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finely

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discretized

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models,

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influence-based

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moving-load

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analysis

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may

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become

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time

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consuming.

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While

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this

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level

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of

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detail

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may

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be

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suitable

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for

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final

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analysis,

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a

...

series

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of

...

tips,

...

possibly

...

useful

...

to

...

preliminary

...

design,

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are

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available

...

to

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reduce

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computational

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time.

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These

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suggestions

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are

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listed

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as

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follows:

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  • Reduce

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  • the

...

  • number

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  • of

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  • members

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  • for

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  • which

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  • response

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  • is

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  • computed

...

  • by

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  • specifying

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  • groups

...

  • smaller

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  • than

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  • All

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  • on

...

  • the

...

  • Moving

...

  • Load

...

  • Case

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  • Results

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  • Saved

...

  • menu

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  • (Figure

...

  • 1),

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  • available

...

  • through

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  • Define

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  • >

...

  • Bridge

...

  • Loads

...

  • >

...

  • Bridge

...

  • Responses

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  • or

...

  • Bridge

...

  • >

...

  • Bridge

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  • Response.

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  • Use

...

  • a

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  • coarser

...

...

...

  • .
  • Use the Quick Response Calculation option, which uses a limited number of lane-load points to approximate the shape of the influence line. Additional information is available in the CSI Analysis Reference Manual (Moving Load Analysis > Exact and Quick Response Calculation, page 463).


Image Added

Figure 1 - Moving load-case results saved

See Also