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...

The

...

majority

...

of

...

damping

...

for

...

a

...

massive

...

foundation

...

block

...

would

...

be

...

from

...

radial

...

or

...

geometric

...

damping

...

provided

...

by

...

the

...

surrounding

...

soil.

...

The

...

effect

...

of

...

material

...

damping

...

within

...

the

...

foundation

...

block

...

itself

...

would

...

likely

...

be

...

much

...

smaller

...

than

...

that

...

of

...

geometric

...

damping.

...

When

...

modeling

...

soil-structure

...

interaction

...

with

...

a

...

single

...

link

...

object,

...

the

...

damping

...

assigned

...

on

...

the

...

Linear

...

Link/Support

...

Directional

...

Properties

...

menu

...

should

...

represent

...

radial

...

damping,

...

as

...

described

...

in

...

Wilson

...

2004,

...

and

...

given

...

in

...

units

...

of

...

Force-Sec/Length

...

(Force/Velocity).

...

The

...

modal

...

damping

...

value

...

specified

...

through

...

Analysis

...

Case

...

Data

...

>

...

Linear

...

Modal

...

History

...

should

...

represent

...

the

...

material

...

or

...

structural

...

damping

...

inherent

...

to

...

the

...

foundation

...

system

...

itself.

...

References

  • Wilson,

...

  • E.

...

  • L.

...

  • (2004).

...

  • Static

...

  • and

...

  • Dynamic

...

  • Analysis

...

  • of

...

  • Structures

...

  • (4th

...

  • ed.,

...

  • pp.

...

  • 197).

...

  • Berkeley,

...

  • CA:

...

  • Computers

...

  • and

...

  • Structures,

...

  • Inc.

...


  • Available

...

  • for

...

  • purchase

...

  • on

...

  • the Products >
    Wiki Markup
    {link-window:href=http://orders.csiberkeley.com/SearchResults.asp?Cat=2}Books {link-window}

...

  • page