oa Civil Engineering = Siviele Ingenieurswese - A consistent mixed approach to computer analysis of frames
|Article Title||A consistent mixed approach to computer analysis of frames|
|© Publisher:||South African Institution Of Civil Engineering (SAICE)|
|Journal||Civil Engineering = Siviele Ingenieurswese|
|Publication Date||Jul 1988|
|Pages||317 - 323|
|Keyword(s)||Computer analysis, General plane frames, Linear frame analysis, Mixed flexibility, Plastic analysis, Structural frames and Sway-deflection|
The flexibility or force method of analysis of structural frames is complicated by the choice of appropriate unknowns. A mixed approach is presented in which member-end moments and sway deflections are adopted as unknowns, thereby providing uniformity of approach for computer analysis.
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