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A simple method to model truss-beams as equivalent continuaA new method is presented for obtaining stiffness constants for structures modeled as three-dimensional linear elastic beams. The three-dimensional lattice is comprised of multiple two-dimensional lattices. Matrix manipulation is used to determine the contribution of each two-dimensional substructure to the complete three dimensional lattice.
Document ID
19880067668
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Barton, O., Jr. (Howard Univ. Washington, DC, United States)
Reiss, R. (Howard University Washington, DC, United States)
Anderson, M. S. (Old Dominion University Norfolk, VA, United States)
Date Acquired
August 13, 2013
Publication Date
January 1, 1987
Subject Category
Structural Mechanics
Meeting Information
Meeting: Developments in Mechanics. Volume 14(a) - Midwestern Mechanics Conference
Location: West Lafayette, IN
Country: United States
Start Date: August 31, 1987
Accession Number
88A54895
Funding Number(s)
CONTRACT_GRANT: NAG1-383
Distribution Limits
Public
Copyright
Other

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