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Analysis of irregular building frames
Moment distribution analysis of building frames in which members are not continuous from one boundary of frame to other is discussed; method of analysis consits of fixed-end and distribution stages; in first stage frame undergoes translation without rotation of joints; in second stage, unbalanced moments at joints are relaxed, one at time, by distribution procedure in which joint being balanced is rotated while all other joints are restrained against rotation; final moments are obtained in single distribution operation; numerical examples are given.
Analysis of irregular building frames
Moment distribution analysis of building frames in which members are not continuous from one boundary of frame to other is discussed; method of analysis consits of fixed-end and distribution stages; in first stage frame undergoes translation without rotation of joints; in second stage, unbalanced moments at joints are relaxed, one at time, by distribution procedure in which joint being balanced is rotated while all other joints are restrained against rotation; final moments are obtained in single distribution operation; numerical examples are given.
Analysis of irregular building frames
Instn Civ Engrs -- Proc
Wiesinger, F.P. (author) / Lee, S.L. (author)
1964
18 pages
Article (Journal)
English
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