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General solution is given in matrix form for analysis of member curved or segmental in space and continuous between 2 supports; solution also yields general slope deflection equation which involves stiffness matrix; stiffness matrix contains all stiffness and carryover factors for ends of member.
General solution is given in matrix form for analysis of member curved or segmental in space and continuous between 2 supports; solution also yields general slope deflection equation which involves stiffness matrix; stiffness matrix contains all stiffness and carryover factors for ends of member.
Matrix analysis of structures curved in space
ASCE -- Proc (J Structural Div)
Baron, F. (author)
1961
22 pages
Article (Journal)
English
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