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Elastic Beam-Column

Description

The ElasticBeamColumn element uses linear-elastic section properties for axial, flexural, and torsional response of frame members. The element is defined by two nodes, section properties, and an optional mass density per length. The element also takes a section as input, in which case the element properties are determined from the initial section stiffness. The mass matrix formed for this element can either be lumped or consistent. The element also includes optional moment releases for one or both ends of the element. In addiiton, the element has optional parameters for thermal loading (2D only). A GeomTransf object defines the transformation of element response between the basic and global coordinate systems.

Syntax

For 2D models:

ops.element('elasticBeamColumn',tag,ndI,ndJ,A,E,I,transfTag,'-mass',rho,'-cMass','-release',rel,'-alpha',alpha,'-depth',d)
ops.element('elasticBeamColumn',tag,ndI,ndJ,secTag,transfTag,'-mass',rho,'-cMass','-release',rel,'-alpha',alpha,'-depth',d)

For 3D models:

ops.element('elasticBeamColumn',tag,ndI,ndJ,A,E,G,J,Iy,Iz,transfTag,'-mass',rho,'-cMass','-releasez',relz,'-releasey',rely)
ops.element('elasticBeamColumn',tag,ndI,ndJ,secTag,transfTag,'-mass',rho,'-cMass','-releasez',relz,'-releasey',rely)

Parameters

Optional Parameters

Notes

Examples

ops.element('elasticBeamColumn',1,1,2,20,29000,800,1)



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