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Discretization

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refers

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to

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the

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process

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of

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translating

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the

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material

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domain

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of

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an

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object-based

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model

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into

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an

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analytical

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model

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suitable

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for

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analysis.

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In

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structural

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analysis,

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discretization

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may

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involve

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either

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of

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two

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basic

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analytical-model

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types,

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including:

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  • Node-element

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  • model

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  • ,

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  • in

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  • which

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  • structural

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  • elements

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  • are

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  • represented

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  • by

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  • individual

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  • lines

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  • connected

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  • by

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  • nodes.

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  • In

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  • a

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  • 3D

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  • system,

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  • each

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  • node

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  • has

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  • six

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  • degrees

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  • of

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  • freedom,

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  • each

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  • either

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  • constrained

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  • or

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  • free.

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  • The

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  • geometric

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  • and

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  • material

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  • properties

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  • of

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  • structural

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  • elements

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  • are

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  • then

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  • characterized

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  • by

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  • line

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  • elements

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  • which

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  • simulate

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  • their

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  • physical

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  • behavior

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  • by

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  • following

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  • mathematical

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  • relationships.

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  • Through

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  • application

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  • of

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  • the

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  • direct

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  • stiffness

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  • method,

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  • loading

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  • at

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  • node

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  • locations

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  • translates

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  • into

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  • displacement

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  • and

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  • stress

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  • fields

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  • which

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  • indicate

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  • structural

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  • performance.

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  • Finite-element

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  • model

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  • ,

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  • in

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  • which

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  • a

...

...

  • procedure

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  • creates

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  • a

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  • network

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  • of

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  • line

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  • elements

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  • connected

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  • by

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  • nodes

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  • within

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  • a

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  • material

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  • continuum.

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  • Each

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  • line

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  • element

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  • simulates

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  • the

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  • geometric

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  • and

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  • physical

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  • properties

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  • of

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  • the

...

  • local

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  • material.

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  • Given

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  • the

...

  • loading

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  • and

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  • boundary

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  • conditions

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  • of

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  • the

...

  • whole

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  • system,

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  • numerical

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  • formulation

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  • of

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  • structural

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  • response

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  • may

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  • advance

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  • through

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  • the

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  • computational

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  • model.

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  • The

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  • discretization

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  • of

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  • a

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  • finite-element

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  • model

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  • will

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  • have

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  • some

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  • degree

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  • of

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  • refinement,

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  • producing

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  • either

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  • a

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  • coarse

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  • or

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  • fine

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  • mesh.

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  • A

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  • node-element

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  • model

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  • is

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  • technically

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  • a

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  • finite-element

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  • model

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  • in

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  • which

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  • a

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  • single

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  • line

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  • element

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  • represents

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  • the

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  • structural

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  • element.

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  • Node-element

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  • modeling,

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  • however,

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  • follows

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  • the

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  • direct

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  • stiffness

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  • method,

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  • whereas

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  • finite-element

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  • modeling

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  • follows

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  • the

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  • (FEM).

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  • The

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  • SAPFire ® Analysis Engine implements an efficient finite-element

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  • approach

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  • when

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  • performing

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  • structural

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  • analysis.

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Division of frame elements

While the discretization of an object-based

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model

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is

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always

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critical

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(in

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that

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discretization

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facilitates

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analysis),

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there

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are

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conditions

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in

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which

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it

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is

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also

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important

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to

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divide

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frame

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elements

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into

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multiple

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segments

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such

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that

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accurate

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results

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are

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generated.

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It

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is

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useful

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to

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subdivide

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frame

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elements

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for

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the

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following

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analysis

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types:

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  • Buckling analysis - To capture higher modes.
  • Dynamic analysis - To better capture mass distribution, since mass is assembled at joint locations.

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  • effect

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  • -

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  • To

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  • better

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  • capture

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  • local

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  • column

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  • deformation

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  • for

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  • assessment

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  • of

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  • equilibrium

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  • conditions

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  • about

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  • displaced

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  • configuration.

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  • Displacement

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  • accuracy

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  • -

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  • To

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  • create

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  • joints

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  • at

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  • locations

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  • where

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  • accurate

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  • displacements

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  • are

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  • needed,

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  • otherwise

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  • values

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  • are

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  • interpolated

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  • from

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  • the

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  • nodes

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  • at

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  • either

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  • end

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  • of

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  • the

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  • frame

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  • element.

Discretization tips

  • For shell elements, discretization may be refined through auto meshing (Assign > Area > Automatic Area Mesh) or area dividing (Edit > Areas > Divide Areas).
  • For frame elements, auto meshing at intermediate points is specified by default. Frame discretization is then connected to that of shell elements at each applicable joint.