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Transient response of lattice structures based on exact member theoryThe computer program BUNVIS-RG, which treats vibration and buckling of lattice structures using exact member stiffness matrices, has been extended to calculate the exact modal mass and stiffness quantities that can be used in a conventional transient response analysis based on modes. The exact nature of the development allows inclusion of local member response without introduction of any interior member nodes. Results are given for several problems in which significant interaction between local and global response occurs.
Document ID
19890043442
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Anderson, Melvin S.
(Old Dominion University Norfolk, VA, United States)
Date Acquired
August 14, 2013
Publication Date
January 1, 1989
Subject Category
Structural Mechanics
Report/Patent Number
AIAA PAPER 89-1337
Meeting Information
Meeting: AIAA, ASME, ASCE, AHS, and ASC, Structures, Structural Dynamics and Materials Conference
Location: Mobile, AL
Country: United States
Start Date: April 3, 1989
End Date: April 5, 1989
Accession Number
89A30813
Funding Number(s)
CONTRACT_GRANT: NAS1-18584
Distribution Limits
Public
Copyright
Other

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