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Direct stiffness method

In structural engineering, the direct stiffness method, also known as the matrix stiffness method, is a structural analysis technique particularly suited for computer-automated analysis of complex structures including the statically indeterminate type. It is a matrix method that makes use of the members' stiffness relations for computing member forces…

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Member stiffness relations

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Direct stiffness method

Nodes32
Edges31
Triples35
Avg. degree1.94
Density0.0625
Components1

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Direct stiffness method

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related to history · 13
Direct stiffness method → Aeroelastic, Argyris, Between, Boeing’s Structural Dynamics Unit, Collar, Duncan, Felippa, Finally, John, Nov, The, Turner, World War II
has application · 6
Direct stiffness method → In, One, The, Today, When, While
related to The direct stiffness method · 4
Direct stiffness method → Eq, In, It, The
related to External links · 3
Direct stiffness method → Application, Spring SystemMatrix Structural AnalysisAnimations, Stiffness Analysis Simulations
is a · 2
Direct stiffness method → field of structural analysis where this method has been incorporated into modeling software, most common implementation of the finite element method
related to Breakdown · 2
Direct stiffness method → Once, The

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Important terminology

stiffness method matrix direct element structure analysis system displaystyle structural displacements forces elements global member equation mathbf must software structures

Entity relationships Subject–Predicate–Object triples

SubjectPredicateObjectConfidenceSrc
Direct stiffness methodis amost common implementation of the finite element method0.90text
Direct stiffness methodis afield of structural analysis where this method has been incorporated into modeling software0.90text
Eqinstance ofthe members' stiffness relations0.80text
platesinstance ofOther elements0.80text
shells can also be incorporated into the direct stiffness methodinstance ofOther elements0.80text
similar equations must be developed.AssemblyOnce the individual element stiffness relations have been developed they must be assembled into the original structureinstance ofOther elements0.80text
similar equations must be developedinstance ofOther elements0.80text
Direct stiffness methodhas applicationThe0.60section
Direct stiffness methodhas applicationToday0.60section
Direct stiffness methodhas applicationWhile0.60section
Direct stiffness methodhas applicationIn0.60section
Direct stiffness methodhas applicationOne0.60section

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