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Comment: Migrated to Confluence 4.0

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How

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can

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I

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reduce

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analysis

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run

...

time?

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ANSWER:

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Apart

...

from

...

revising

...

the

...

model,

...

which

...

is

...

usually

...

best,

...

run

...

time

...

may

...

be

...

reduced

...

by

...

implementing

...

the

...

suggestions

...

which

...

follow:

...

  • Trim

...

  • earthquake

...

  • records

...

  • Strong

...

  • shaking

...

  • typically

...

  • occurs

...

  • over

...

  • only

...

  • a

...

  • portion

...

  • of

...

  • the

...

  • earthquake

...

  • record.

...

  • Maximum

...

  • response

...

  • should

...

  • occur

...

  • during

...

  • or

...

  • shortly

...

  • after

...

  • this

...

  • period.

...

  • It

...

  • may

...

  • be

...

  • appropriate

...

  • to

...

  • trim

...

  • the

...

  • earthquake

...

  • record

...

  • to

...

  • consider

...

  • only

...

  • the

...

  • portion

...

  • ranging

...

  • from

...

  • just

...

  • before

...

  • the

...

  • onset

...

  • of

...

  • strong

...

  • shaking

...

  • to

...

  • a

...

  • few

...

  • seconds

...

  • past

...

  • its

...

  • decline.

...

  • Increase

...

  • the

...

  • Overshoot

...

  • Factor

...

  • When

...

  • you

...

  • set

...

  • up

...

  • an

...

  • Analysis

...

  • Series,

...

  • it

...

  • may

...

  • be

...

  • reasonable

...

  • to

...

  • use

...

  • a

...

  • larger

...

  • Event

...

  • Overshoot

...

  • Factor,

...

  • perhaps

...

  • 5%.

...

  • The

...

  • default

...

  • is

...

  • 1%,

...

  • which

...

  • may

...

  • be

...

  • tight,

...

  • especially

...

  • for

...

  • a

...

  • large

...

  • structure.

...

  • This

...

  • increase

...

  • tends

...

  • to

...

  • reduce

...

  • the

...

  • number

...

  • of

...

...

  • events,

...

  • thereby

...

  • reducing

...

  • the

...

  • number

...

  • of

...

  • times

...

  • the

...

  • stiffness

...

  • matrix

...

  • is

...

  • re-factorized.

...

  • When

...

  • setting

...

  • a

...

  • higher

...

  • Overshoot

...

  • Factor,

...

  • be

...

  • sure

...

  • to

...

  • check

...

  • the

...

  • energy

...

  • balance

...

  • at

...

  • the

...

  • end

...

  • of

...

  • each

...

  • Echo***.txt

...

  • file.

...

  • Energy

...

  • unbalances

...

  • below

...

  • approximately

...

  • 5%

...

  • should

...

  • be

...

  • acceptable,

...

  • whereas

...

  • larger

...

  • unbalances

...

  • may

...

  • indicate

...

...

...

  • in

...

  • the

...

  • analysis.

...

  • Save

...

  • fewer

...

  • results

...

  • You

...

  • may

...

  • be

...

  • able

...

  • to

...

  • save

...

  • results

...

  • every

...

  • 2

...

  • or

...

  • 3

...

  • steps,

...

  • rather

...

  • than

...

  • at

...

  • each

...

  • step.

...

...

  • plots

...

  • will

...

  • subsequently

...

  • be

...

  • more

...

  • jagged,

...

  • though

...

  • demand/capacity

...

  • ratios

...

  • and

...

  • usage

...

  • ratios

...

  • are

...

  • always

...

  • calculated

...

  • for

...

  • every

...

  • step.

...

  • Follow

...

  • Capacity

...

  • Design

...

  • – Follow Capacity Design principles such that significant inelastic behavior is only present in some components and regions of the structure, rather than the entire structure. In doing so, it may be reasonable to model and design the remaining components to remain essentially elastic. This can substantially simplify the analysis model and reduce analysis time.