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Methods available fo r the solution of multiple-span frames are characterized by extensive, excessively time-consuming operations. This paper is a prese ntation of a simplified procedure based on an a na lys is by parts, not requiring the solution of simultaneous equations. It may be extended to structures containing joints having three degrees of freedom.
Methods available fo r the solution of multiple-span frames are characterized by extensive, excessively time-consuming operations. This paper is a prese ntation of a simplified procedure based on an a na lys is by parts, not requiring the solution of simultaneous equations. It may be extended to structures containing joints having three degrees of freedom.
Multiple-Span Gabled Frames
Griffiths, John D. (Autor:in)
Transactions of the American Society of Civil Engineers ; 121 ; 1288-1307
01.01.2021
201956-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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