Truss Analysis by Stiffness Considerationsby Harold C. Martin,
Serial Information: Transactions of the American Society of Civil Engineers, 1958, Vol. 123, Issue 1, Pg. 1182-1194
Document Type: Journal Paper
Method of analysis, particularly advantageous for redundant structures, is developed in detail for pin connected truss; method enables deflections, member forces, and reactions to be determined for any arbitrary set of applied loads; equilibrium and continuity requirements can be satisfied by simple tabular procedure for writing stiffness matrix of entire structure.
Subject Headings: Trusses | Stiffening | Structural analysis | Equilibrium | Load factors | Structural deflection | Writing skills | Arbitration
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