Digital Computation For Stiffness Matrix Analysisby John S. Archer,
Serial Information: Transactions of the American Society of Civil Engineers, 1960, Vol. 125, Issue 1, Pg. 1-12
Document Type: Journal Paper
Matrix method for static stress and normal mode analysis of highly indeterminate structures on large scale digital computers; application of technique to analysis of basic types of Civil Engineering structures; solution of simple building frame problem for stresses and deflections.
Subject Headings: Matrix (mathematics) | Computing in civil engineering | Stiffening | Stress analysis | Construction methods | Computer analysis | Computer software | Statics (mechanics)
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