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A platform for research: civil engineering, architecture and urbanism
Method of moment distribution analysis of multi-story frames subject to sidesway can save great deal of time and is suited to multistory, trapezoidal frames; modified stiffness and carryover factors are derived that are used in same manner as in Hardy Cross moment distribution process; equations for determining fixed-end moments due to sidesway given.
Method of moment distribution analysis of multi-story frames subject to sidesway can save great deal of time and is suited to multistory, trapezoidal frames; modified stiffness and carryover factors are derived that are used in same manner as in Hardy Cross moment distribution process; equations for determining fixed-end moments due to sidesway given.
Constant shear moment distribution
ASCE -- Proc (J Structural Div)
Jordan, M. (author)
1964
28 pages
Article (Journal)
English
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