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Structural subassemblages prevented from sway
Method for analyzing nonsway beam-and-column subassemblages, which are parts of braced multistory frame, is presented; type of subassemblage studied consists essentially of column framed at its ends to beams of known properties; when subjected to load, beams will deform with column and provide restraint at ends of column; method can be used to study elastic and inelastic behavior of subassemblages provided material properties are known; application of method to analysis of beam-columns continuous over several supports is illustrated.
Structural subassemblages prevented from sway
Method for analyzing nonsway beam-and-column subassemblages, which are parts of braced multistory frame, is presented; type of subassemblage studied consists essentially of column framed at its ends to beams of known properties; when subjected to load, beams will deform with column and provide restraint at ends of column; method can be used to study elastic and inelastic behavior of subassemblages provided material properties are known; application of method to analysis of beam-columns continuous over several supports is illustrated.
Structural subassemblages prevented from sway
ASCE -- Proc (J Structural Div)
Levi, V. (Autor:in) / Driscoll, Jr., G.C. (Autor:in) / Lu, L.W. (Autor:in)
1965
25 pages
Aufsatz (Zeitschrift)
Englisch
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