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A diaphragm constraint creates links between joints located within a plane such that they move together as a planar diaphragm, rigid against membrane (in-plane)

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deformation,

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but

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susceptible

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to

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plate

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(out-of-plane)

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deformation

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and

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associated

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effects.

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Diaphragm

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constraints

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relieve

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numerical

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accuracy

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problems

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which

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result

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when

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floor

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diaphragms

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are

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modeled

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with

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very

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high

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in-plane

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stiffness.

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They

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also

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enhance

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the

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computational

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efficiency

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of

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dynamic

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lateral

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analysis

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by

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reducing

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the

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size

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of

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the

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eigenvalue

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formulation.

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Plate constraints differ from diaphragm constraints in that plate constraints are flexible in-plane and rigid against out-of-plane

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bending

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. Plate constraints are useful for connecting frames and shells to solid objects, and may be implemented in detailed beam models to ensure that plane sections remain plane.

Reported numerical problems for diaphragm constraints

CSI Software creates a joint at the center-of-mass

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of

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a diaphragm

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constraint to

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enable

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lateral-load

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application.

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Since

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this

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joint

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, denoted

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by

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a

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~

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prefix

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, is

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constrained

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against

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in-plane

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deformation,

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the

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out-of-plane

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stiffness

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components

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are

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set

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to

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zero.

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Given

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a

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diaphragm

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constraint

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along

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the

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global

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Z-axis,

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these

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components

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correlate

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with

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the

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UZ,

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RX,

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and

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RY

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DOF.

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An

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error

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message

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may

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occur

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which

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informs

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users

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of

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this

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zero

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stiffness

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condition.

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This

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message

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may

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be

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ignored

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in

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that

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analysis

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proceeds

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accordingly,

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and

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results

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are

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not

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affected

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in

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any

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way.

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Analysis

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may

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be

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run

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using

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the

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Advanced

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Solver

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to

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avoid

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the

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reporting

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of

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this

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message.