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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. (author)
Transactions of the American Society of Civil Engineers ; 121 ; 1288-1307
2021-01-01
201956-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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